Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand
Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions c...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Barus, Rizki Maretia Novi [verfasserIn] Jotisankasa, Apiniti [verfasserIn] Chaiprakaikeow, Susit [verfasserIn] Nontananandh, Supakij [verfasserIn] Inazumi, Shinya [verfasserIn] Sawangsuriya, Auckpath [verfasserIn] |
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| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2020 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983, 39(2020), 3 vom: 26. Okt., Seite 2131-2146 |
|---|---|
| Übergeordnetes Werk: |
volume:39 ; year:2020 ; number:3 ; day:26 ; month:10 ; pages:2131-2146 |
| Links: |
|---|
| DOI / URN: |
10.1007/s10706-020-01614-w |
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| Katalog-ID: |
SPR043477054 |
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| 520 | |a Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. | ||
| 650 | 4 | |a Cement-treated soil |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Relative humidity |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Small-strain shear modulus |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Free-free resonant frequency method |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Total suction |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Jotisankasa, Apiniti |e verfasserin |4 aut | |
| 700 | 1 | |a Chaiprakaikeow, Susit |e verfasserin |4 aut | |
| 700 | 1 | |a Nontananandh, Supakij |e verfasserin |4 aut | |
| 700 | 1 | |a Inazumi, Shinya |e verfasserin |4 aut | |
| 700 | 1 | |a Sawangsuriya, Auckpath |e verfasserin |4 aut | |
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10.1007/s10706-020-01614-w doi (DE-627)SPR043477054 (DE-599)SPRs10706-020-01614-w-e (SPR)s10706-020-01614-w-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Barus, Rizki Maretia Novi verfasserin aut Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Nontananandh, Supakij verfasserin aut Inazumi, Shinya verfasserin aut Sawangsuriya, Auckpath verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 39(2020), 3 vom: 26. Okt., Seite 2131-2146 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 https://dx.doi.org/10.1007/s10706-020-01614-w lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 57.00 ASE 38.58 ASE 56.20 ASE AR 39 2020 3 26 10 2131-2146 |
| spelling |
10.1007/s10706-020-01614-w doi (DE-627)SPR043477054 (DE-599)SPRs10706-020-01614-w-e (SPR)s10706-020-01614-w-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Barus, Rizki Maretia Novi verfasserin aut Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Nontananandh, Supakij verfasserin aut Inazumi, Shinya verfasserin aut Sawangsuriya, Auckpath verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 39(2020), 3 vom: 26. Okt., Seite 2131-2146 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 https://dx.doi.org/10.1007/s10706-020-01614-w lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 57.00 ASE 38.58 ASE 56.20 ASE AR 39 2020 3 26 10 2131-2146 |
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10.1007/s10706-020-01614-w doi (DE-627)SPR043477054 (DE-599)SPRs10706-020-01614-w-e (SPR)s10706-020-01614-w-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Barus, Rizki Maretia Novi verfasserin aut Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Nontananandh, Supakij verfasserin aut Inazumi, Shinya verfasserin aut Sawangsuriya, Auckpath verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 39(2020), 3 vom: 26. Okt., Seite 2131-2146 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 https://dx.doi.org/10.1007/s10706-020-01614-w lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 57.00 ASE 38.58 ASE 56.20 ASE AR 39 2020 3 26 10 2131-2146 |
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10.1007/s10706-020-01614-w doi (DE-627)SPR043477054 (DE-599)SPRs10706-020-01614-w-e (SPR)s10706-020-01614-w-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Barus, Rizki Maretia Novi verfasserin aut Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Nontananandh, Supakij verfasserin aut Inazumi, Shinya verfasserin aut Sawangsuriya, Auckpath verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 39(2020), 3 vom: 26. Okt., Seite 2131-2146 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 https://dx.doi.org/10.1007/s10706-020-01614-w lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 57.00 ASE 38.58 ASE 56.20 ASE AR 39 2020 3 26 10 2131-2146 |
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10.1007/s10706-020-01614-w doi (DE-627)SPR043477054 (DE-599)SPRs10706-020-01614-w-e (SPR)s10706-020-01614-w-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Barus, Rizki Maretia Novi verfasserin aut Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Nontananandh, Supakij verfasserin aut Inazumi, Shinya verfasserin aut Sawangsuriya, Auckpath verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 39(2020), 3 vom: 26. Okt., Seite 2131-2146 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 https://dx.doi.org/10.1007/s10706-020-01614-w lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2118 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_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_4126 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 57.00 ASE 38.58 ASE 56.20 ASE AR 39 2020 3 26 10 2131-2146 |
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Enthalten in Geotechnical and geological engineering 39(2020), 3 vom: 26. Okt., Seite 2131-2146 volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 |
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Enthalten in Geotechnical and geological engineering 39(2020), 3 vom: 26. Okt., Seite 2131-2146 volume:39 year:2020 number:3 day:26 month:10 pages:2131-2146 |
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Cement-treated soil Relative humidity Small-strain shear modulus Free-free resonant frequency method Total suction |
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Barus, Rizki Maretia Novi @@aut@@ Jotisankasa, Apiniti @@aut@@ Chaiprakaikeow, Susit @@aut@@ Nontananandh, Supakij @@aut@@ Inazumi, Shinya @@aut@@ Sawangsuriya, Auckpath @@aut@@ |
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The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. 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Barus, Rizki Maretia Novi |
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Barus, Rizki Maretia Novi ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Cement-treated soil misc Relative humidity misc Small-strain shear modulus misc Free-free resonant frequency method misc Total suction Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand |
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Barus, Rizki Maretia Novi |
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690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand Cement-treated soil (dpeaa)DE-He213 Relative humidity (dpeaa)DE-He213 Small-strain shear modulus (dpeaa)DE-He213 Free-free resonant frequency method (dpeaa)DE-He213 Total suction (dpeaa)DE-He213 |
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ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Cement-treated soil misc Relative humidity misc Small-strain shear modulus misc Free-free resonant frequency method misc Total suction |
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ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Cement-treated soil misc Relative humidity misc Small-strain shear modulus misc Free-free resonant frequency method misc Total suction |
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ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Cement-treated soil misc Relative humidity misc Small-strain shear modulus misc Free-free resonant frequency method misc Total suction |
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Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand |
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Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand |
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Barus, Rizki Maretia Novi |
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Geotechnical and geological engineering |
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Barus, Rizki Maretia Novi Jotisankasa, Apiniti Chaiprakaikeow, Susit Nontananandh, Supakij Inazumi, Shinya Sawangsuriya, Auckpath |
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Elektronische Aufsätze |
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Barus, Rizki Maretia Novi |
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10.1007/s10706-020-01614-w |
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690 |
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effects of relative humidity during curing on small-strain modulus of cement-treated silty sand |
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Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand |
| abstract |
Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. |
| abstractGer |
Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. |
| abstract_unstemmed |
Abstract This study investigated the effects of relative humidity (%$R_{h}%$) or total suction condition during curing on small-strain shear modulus (G0) of a cement-treated silty sand using free-free resonant frequency tests (FFR). The moduli were determined on samples cured at different suctions corresponding to three %$R_{h}%$ values of 7%, 75%, and 100%, in both unsoaked and soaked conditions. Soil–water retention curves (SWRCs), and unconfined compression strength (UCS) were also determined along with x-ray diffraction (XRD) analysis. The cement-treated SWRCs showed a much flatter slope than the non-treated ones, and the air-entry suction increased with cement content. The values of G0 increased with cement content and curing time. The highest modulus was achieved in 75%%$R_{h}%$ curing condition. The 7%%$R_{h} %$ condition resulted in a significant drop in modulus, even close to the non-treated G0 for the 2% cement case. At the same UCS value, the soaked cement-treated samples had higher modulus than the non-treated ones in the unsoaked condition, indicating that the effect of suction on modulus was smaller than the effect of cementation. XRD analysis revealed a greater availability of C3S in 7%%$R_{h}%$ curing condition at 7-day curing period suggesting that the hydration process was still not complete, which explained the decrease in G0 in this curing condition. |
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| title_short |
Effects of Relative Humidity During Curing on Small-Strain Modulus of Cement-Treated Silty Sand |
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https://dx.doi.org/10.1007/s10706-020-01614-w |
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Jotisankasa, Apiniti Chaiprakaikeow, Susit Nontananandh, Supakij Inazumi, Shinya Sawangsuriya, Auckpath |
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Jotisankasa, Apiniti Chaiprakaikeow, Susit Nontananandh, Supakij Inazumi, Shinya Sawangsuriya, Auckpath |
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| score |
7.401288 |