Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain
Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Chegbeleh, Larry Pax [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2019 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer-Verlag GmbH Germany, part of Springer Nature 2019 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Environmental earth sciences - Berlin : Springer, 2009, 78(2019), 12 vom: 19. Juni |
|---|---|
| Übergeordnetes Werk: |
volume:78 ; year:2019 ; number:12 ; day:19 ; month:06 |
| Links: |
|---|
| DOI / URN: |
10.1007/s12665-019-8367-0 |
|---|
| Katalog-ID: |
SPR026751399 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | SPR026751399 | ||
| 003 | DE-627 | ||
| 005 | 20230401020539.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 201007s2019 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s12665-019-8367-0 |2 doi | |
| 035 | |a (DE-627)SPR026751399 | ||
| 035 | |a (SPR)s12665-019-8367-0-e | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 100 | 1 | |a Chegbeleh, Larry Pax |e verfasserin |0 (orcid)0000-0001-9281-5749 |4 aut | |
| 245 | 1 | 0 | |a Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| 264 | 1 | |c 2019 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 500 | |a © Springer-Verlag GmbH Germany, part of Springer Nature 2019 | ||
| 520 | |a Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. | ||
| 650 | 4 | |a Bentonite grouting |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Vertical barriers |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Permeability |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Critical hydraulic gradient |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Grout curtain |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Akabzaa, Thomas Mba |4 aut | |
| 700 | 1 | |a Akudago, John Apambilla |4 aut | |
| 700 | 1 | |a Yidana, Sandow Mark |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Environmental earth sciences |d Berlin : Springer, 2009 |g 78(2019), 12 vom: 19. Juni |w (DE-627)599673451 |w (DE-600)2493699-6 |x 1866-6299 |7 nnns |
| 773 | 1 | 8 | |g volume:78 |g year:2019 |g number:12 |g day:19 |g month:06 |
| 856 | 4 | 0 | |u https://dx.doi.org/10.1007/s12665-019-8367-0 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_SPRINGER | ||
| 912 | |a GBV_ILN_11 | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_22 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_24 | ||
| 912 | |a GBV_ILN_31 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_39 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_60 | ||
| 912 | |a GBV_ILN_62 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_69 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_73 | ||
| 912 | |a GBV_ILN_74 | ||
| 912 | |a GBV_ILN_90 | ||
| 912 | |a GBV_ILN_95 | ||
| 912 | |a GBV_ILN_100 | ||
| 912 | |a GBV_ILN_105 | ||
| 912 | |a GBV_ILN_110 | ||
| 912 | |a GBV_ILN_120 | ||
| 912 | |a GBV_ILN_138 | ||
| 912 | |a GBV_ILN_150 | ||
| 912 | |a GBV_ILN_151 | ||
| 912 | |a GBV_ILN_152 | ||
| 912 | |a GBV_ILN_161 | ||
| 912 | |a GBV_ILN_170 | ||
| 912 | |a GBV_ILN_171 | ||
| 912 | |a GBV_ILN_187 | ||
| 912 | |a GBV_ILN_213 | ||
| 912 | |a GBV_ILN_224 | ||
| 912 | |a GBV_ILN_230 | ||
| 912 | |a GBV_ILN_250 | ||
| 912 | |a GBV_ILN_281 | ||
| 912 | |a GBV_ILN_285 | ||
| 912 | |a GBV_ILN_293 | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a GBV_ILN_602 | ||
| 912 | |a GBV_ILN_636 | ||
| 912 | |a GBV_ILN_702 | ||
| 912 | |a GBV_ILN_2001 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2004 | ||
| 912 | |a GBV_ILN_2005 | ||
| 912 | |a GBV_ILN_2006 | ||
| 912 | |a GBV_ILN_2007 | ||
| 912 | |a GBV_ILN_2008 | ||
| 912 | |a GBV_ILN_2009 | ||
| 912 | |a GBV_ILN_2010 | ||
| 912 | |a GBV_ILN_2011 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a GBV_ILN_2025 | ||
| 912 | |a GBV_ILN_2026 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2031 | ||
| 912 | |a GBV_ILN_2034 | ||
| 912 | |a GBV_ILN_2037 | ||
| 912 | |a GBV_ILN_2038 | ||
| 912 | |a GBV_ILN_2039 | ||
| 912 | |a GBV_ILN_2044 | ||
| 912 | |a GBV_ILN_2048 | ||
| 912 | |a GBV_ILN_2049 | ||
| 912 | |a GBV_ILN_2050 | ||
| 912 | |a GBV_ILN_2055 | ||
| 912 | |a GBV_ILN_2057 | ||
| 912 | |a GBV_ILN_2059 | ||
| 912 | |a GBV_ILN_2061 | ||
| 912 | |a GBV_ILN_2064 | ||
| 912 | |a GBV_ILN_2065 | ||
| 912 | |a GBV_ILN_2068 | ||
| 912 | |a GBV_ILN_2070 | ||
| 912 | |a GBV_ILN_2086 | ||
| 912 | |a GBV_ILN_2088 | ||
| 912 | |a GBV_ILN_2093 | ||
| 912 | |a GBV_ILN_2106 | ||
| 912 | |a GBV_ILN_2107 | ||
| 912 | |a GBV_ILN_2108 | ||
| 912 | |a GBV_ILN_2110 | ||
| 912 | |a GBV_ILN_2111 | ||
| 912 | |a GBV_ILN_2112 | ||
| 912 | |a GBV_ILN_2113 | ||
| 912 | |a GBV_ILN_2116 | ||
| 912 | |a GBV_ILN_2118 | ||
| 912 | |a GBV_ILN_2119 | ||
| 912 | |a GBV_ILN_2122 | ||
| 912 | |a GBV_ILN_2129 | ||
| 912 | |a GBV_ILN_2143 | ||
| 912 | |a GBV_ILN_2144 | ||
| 912 | |a GBV_ILN_2147 | ||
| 912 | |a GBV_ILN_2148 | ||
| 912 | |a GBV_ILN_2152 | ||
| 912 | |a GBV_ILN_2153 | ||
| 912 | |a GBV_ILN_2188 | ||
| 912 | |a GBV_ILN_2190 | ||
| 912 | |a GBV_ILN_2232 | ||
| 912 | |a GBV_ILN_2336 | ||
| 912 | |a GBV_ILN_2360 | ||
| 912 | |a GBV_ILN_2446 | ||
| 912 | |a GBV_ILN_2470 | ||
| 912 | |a GBV_ILN_2472 | ||
| 912 | |a GBV_ILN_2507 | ||
| 912 | |a GBV_ILN_2522 | ||
| 912 | |a GBV_ILN_2548 | ||
| 912 | |a GBV_ILN_4035 | ||
| 912 | |a GBV_ILN_4037 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4112 | ||
| 912 | |a GBV_ILN_4125 | ||
| 912 | |a GBV_ILN_4242 | ||
| 912 | |a GBV_ILN_4246 | ||
| 912 | |a GBV_ILN_4249 | ||
| 912 | |a GBV_ILN_4251 | ||
| 912 | |a GBV_ILN_4305 | ||
| 912 | |a GBV_ILN_4306 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4313 | ||
| 912 | |a GBV_ILN_4322 | ||
| 912 | |a GBV_ILN_4323 | ||
| 912 | |a GBV_ILN_4324 | ||
| 912 | |a GBV_ILN_4325 | ||
| 912 | |a GBV_ILN_4326 | ||
| 912 | |a GBV_ILN_4333 | ||
| 912 | |a GBV_ILN_4334 | ||
| 912 | |a GBV_ILN_4335 | ||
| 912 | |a GBV_ILN_4336 | ||
| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 912 | |a GBV_ILN_4700 | ||
| 951 | |a AR | ||
| 952 | |d 78 |j 2019 |e 12 |b 19 |c 06 | ||
| author_variant |
l p c lp lpc t m a tm tma j a a ja jaa s m y sm smy |
|---|---|
| matchkey_str |
article:18666299:2019----::netgtoociiahdalcrdetnisplctotteeinncntu |
| hierarchy_sort_str |
2019 |
| publishDate |
2019 |
| allfields |
10.1007/s12665-019-8367-0 doi (DE-627)SPR026751399 (SPR)s12665-019-8367-0-e DE-627 ger DE-627 rakwb eng Chegbeleh, Larry Pax verfasserin (orcid)0000-0001-9281-5749 aut Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 Akabzaa, Thomas Mba aut Akudago, John Apambilla aut Yidana, Sandow Mark aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 78(2019), 12 vom: 19. Juni (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:78 year:2019 number:12 day:19 month:06 https://dx.doi.org/10.1007/s12665-019-8367-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 78 2019 12 19 06 |
| spelling |
10.1007/s12665-019-8367-0 doi (DE-627)SPR026751399 (SPR)s12665-019-8367-0-e DE-627 ger DE-627 rakwb eng Chegbeleh, Larry Pax verfasserin (orcid)0000-0001-9281-5749 aut Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 Akabzaa, Thomas Mba aut Akudago, John Apambilla aut Yidana, Sandow Mark aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 78(2019), 12 vom: 19. Juni (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:78 year:2019 number:12 day:19 month:06 https://dx.doi.org/10.1007/s12665-019-8367-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 78 2019 12 19 06 |
| allfields_unstemmed |
10.1007/s12665-019-8367-0 doi (DE-627)SPR026751399 (SPR)s12665-019-8367-0-e DE-627 ger DE-627 rakwb eng Chegbeleh, Larry Pax verfasserin (orcid)0000-0001-9281-5749 aut Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 Akabzaa, Thomas Mba aut Akudago, John Apambilla aut Yidana, Sandow Mark aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 78(2019), 12 vom: 19. Juni (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:78 year:2019 number:12 day:19 month:06 https://dx.doi.org/10.1007/s12665-019-8367-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 78 2019 12 19 06 |
| allfieldsGer |
10.1007/s12665-019-8367-0 doi (DE-627)SPR026751399 (SPR)s12665-019-8367-0-e DE-627 ger DE-627 rakwb eng Chegbeleh, Larry Pax verfasserin (orcid)0000-0001-9281-5749 aut Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 Akabzaa, Thomas Mba aut Akudago, John Apambilla aut Yidana, Sandow Mark aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 78(2019), 12 vom: 19. Juni (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:78 year:2019 number:12 day:19 month:06 https://dx.doi.org/10.1007/s12665-019-8367-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 78 2019 12 19 06 |
| allfieldsSound |
10.1007/s12665-019-8367-0 doi (DE-627)SPR026751399 (SPR)s12665-019-8367-0-e DE-627 ger DE-627 rakwb eng Chegbeleh, Larry Pax verfasserin (orcid)0000-0001-9281-5749 aut Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 Akabzaa, Thomas Mba aut Akudago, John Apambilla aut Yidana, Sandow Mark aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 78(2019), 12 vom: 19. Juni (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:78 year:2019 number:12 day:19 month:06 https://dx.doi.org/10.1007/s12665-019-8367-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 78 2019 12 19 06 |
| language |
English |
| source |
Enthalten in Environmental earth sciences 78(2019), 12 vom: 19. Juni volume:78 year:2019 number:12 day:19 month:06 |
| sourceStr |
Enthalten in Environmental earth sciences 78(2019), 12 vom: 19. Juni volume:78 year:2019 number:12 day:19 month:06 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Bentonite grouting Vertical barriers Permeability Critical hydraulic gradient Grout curtain |
| isfreeaccess_bool |
false |
| container_title |
Environmental earth sciences |
| authorswithroles_txt_mv |
Chegbeleh, Larry Pax @@aut@@ Akabzaa, Thomas Mba @@aut@@ Akudago, John Apambilla @@aut@@ Yidana, Sandow Mark @@aut@@ |
| publishDateDaySort_date |
2019-06-19T00:00:00Z |
| hierarchy_top_id |
599673451 |
| id |
SPR026751399 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR026751399</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401020539.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201007s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s12665-019-8367-0</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR026751399</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s12665-019-8367-0-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Chegbeleh, Larry Pax</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-9281-5749</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag GmbH Germany, part of Springer Nature 2019</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Bentonite grouting</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Vertical barriers</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Permeability</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Critical hydraulic gradient</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Grout curtain</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Akabzaa, Thomas Mba</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Akudago, John Apambilla</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yidana, Sandow Mark</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Environmental earth sciences</subfield><subfield code="d">Berlin : Springer, 2009</subfield><subfield code="g">78(2019), 12 vom: 19. Juni</subfield><subfield code="w">(DE-627)599673451</subfield><subfield code="w">(DE-600)2493699-6</subfield><subfield code="x">1866-6299</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:78</subfield><subfield code="g">year:2019</subfield><subfield code="g">number:12</subfield><subfield code="g">day:19</subfield><subfield code="g">month:06</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s12665-019-8367-0</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_120</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2070</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2086</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2116</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2119</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2360</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4246</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">78</subfield><subfield code="j">2019</subfield><subfield code="e">12</subfield><subfield code="b">19</subfield><subfield code="c">06</subfield></datafield></record></collection>
|
| author |
Chegbeleh, Larry Pax |
| spellingShingle |
Chegbeleh, Larry Pax misc Bentonite grouting misc Vertical barriers misc Permeability misc Critical hydraulic gradient misc Grout curtain Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| authorStr |
Chegbeleh, Larry Pax |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)599673451 |
| format |
electronic Article |
| delete_txt_mv |
keep |
| author_role |
aut aut aut aut |
| collection |
springer |
| remote_str |
true |
| illustrated |
Not Illustrated |
| issn |
1866-6299 |
| topic_title |
Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain Bentonite grouting (dpeaa)DE-He213 Vertical barriers (dpeaa)DE-He213 Permeability (dpeaa)DE-He213 Critical hydraulic gradient (dpeaa)DE-He213 Grout curtain (dpeaa)DE-He213 |
| topic |
misc Bentonite grouting misc Vertical barriers misc Permeability misc Critical hydraulic gradient misc Grout curtain |
| topic_unstemmed |
misc Bentonite grouting misc Vertical barriers misc Permeability misc Critical hydraulic gradient misc Grout curtain |
| topic_browse |
misc Bentonite grouting misc Vertical barriers misc Permeability misc Critical hydraulic gradient misc Grout curtain |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
cr |
| hierarchy_parent_title |
Environmental earth sciences |
| hierarchy_parent_id |
599673451 |
| hierarchy_top_title |
Environmental earth sciences |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)599673451 (DE-600)2493699-6 |
| title |
Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| ctrlnum |
(DE-627)SPR026751399 (SPR)s12665-019-8367-0-e |
| title_full |
Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| author_sort |
Chegbeleh, Larry Pax |
| journal |
Environmental earth sciences |
| journalStr |
Environmental earth sciences |
| lang_code |
eng |
| isOA_bool |
false |
| recordtype |
marc |
| publishDateSort |
2019 |
| contenttype_str_mv |
txt |
| author_browse |
Chegbeleh, Larry Pax Akabzaa, Thomas Mba Akudago, John Apambilla Yidana, Sandow Mark |
| container_volume |
78 |
| format_se |
Elektronische Aufsätze |
| author-letter |
Chegbeleh, Larry Pax |
| doi_str_mv |
10.1007/s12665-019-8367-0 |
| normlink |
(ORCID)0000-0001-9281-5749 |
| normlink_prefix_str_mv |
(orcid)0000-0001-9281-5749 |
| title_sort |
investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| title_auth |
Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| abstract |
Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. © Springer-Verlag GmbH Germany, part of Springer Nature 2019 |
| abstractGer |
Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. © Springer-Verlag GmbH Germany, part of Springer Nature 2019 |
| abstract_unstemmed |
Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system. © Springer-Verlag GmbH Germany, part of Springer Nature 2019 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 |
| container_issue |
12 |
| title_short |
Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain |
| url |
https://dx.doi.org/10.1007/s12665-019-8367-0 |
| remote_bool |
true |
| author2 |
Akabzaa, Thomas Mba Akudago, John Apambilla Yidana, Sandow Mark |
| author2Str |
Akabzaa, Thomas Mba Akudago, John Apambilla Yidana, Sandow Mark |
| ppnlink |
599673451 |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s12665-019-8367-0 |
| up_date |
2024-07-03T22:34:29.651Z |
| _version_ |
1803599027541901312 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR026751399</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401020539.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201007s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s12665-019-8367-0</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR026751399</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s12665-019-8367-0-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Chegbeleh, Larry Pax</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-9281-5749</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Investigation of critical hydraulic gradient and its application to the design and construction of bentonite-grout curtain</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag GmbH Germany, part of Springer Nature 2019</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The application of salt–bentonite (Salt–Bent) grouting for the design and construction of grout curtain to form vertical barriers (VB) to serve as seepage remediation measures has been investigated. Recent experiences on the high cost of grout injection materials when conducting a grouting campaign have necessitated the authors to consider the use of clay of the montmorillonite (Mt) type (Wyoming bentonite), which is less expensive; readily available naturally occurring; yet very effective and environmentally friendly grouting material for the construction of grout curtain. Grout curtain is formed by injecting grout slurry into a series of boreholes, drilled through the weathered zone of the subsurface, to form VB. Vertical barriers play a significant role in geo-environmental engineering for the control of horizontal groundwater flow and contaminant spread into the unsaturated–saturated zone of the subsurface. The design and construction of effective grout curtain is key to the overall performance of the barrier and this is dependent on the accurate determination of a design parameter, the critical hydraulic gradient (CHG). A laboratory investigation of the CHG was conducted through grout injection into fractures of aperture sizes 100–60 µm and river sand compacted to different porosities (0.33 ≤ n ≤ 0.40), to determine the safety thickness of a bentonite-grout curtain to withstand a given hydraulic gradient without failure. The study finds that, the CHG due to the fractured and porous media ranges between 30 and 35; and 180 and 200, respectively. The resulting permeability values obtained from the grouted samples were in the order of $ 10^{−7} $cm/s or less. It can be inferred from the results that, bentonite-grouting can provide the required permeability for an effective barrier. The results also suggest that, accurate determination of the safety thickness of the barrier is of great importance for sustainable barrier system.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Bentonite grouting</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Vertical barriers</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Permeability</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Critical hydraulic gradient</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Grout curtain</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Akabzaa, Thomas Mba</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Akudago, John Apambilla</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yidana, Sandow Mark</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Environmental earth sciences</subfield><subfield code="d">Berlin : Springer, 2009</subfield><subfield code="g">78(2019), 12 vom: 19. Juni</subfield><subfield code="w">(DE-627)599673451</subfield><subfield code="w">(DE-600)2493699-6</subfield><subfield code="x">1866-6299</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:78</subfield><subfield code="g">year:2019</subfield><subfield code="g">number:12</subfield><subfield code="g">day:19</subfield><subfield code="g">month:06</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s12665-019-8367-0</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_120</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2070</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2086</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2116</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2119</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2360</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4246</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">78</subfield><subfield code="j">2019</subfield><subfield code="e">12</subfield><subfield code="b">19</subfield><subfield code="c">06</subfield></datafield></record></collection>
|
| score |
7.4011583 |