Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures
To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field meas...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhao, Wenhu [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2019transfer abstract |
|---|
| Übergeordnetes Werk: |
Enthalten in: A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis - Lopez-Olivo, Maria A. ELSEVIER, 2022, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:259 ; year:2019 ; day:4 ; month:09 ; pages:0 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.enggeo.2019.105165 |
|---|
| Katalog-ID: |
ELV047863056 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV047863056 | ||
| 003 | DE-627 | ||
| 005 | 20230626020643.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 191023s2019 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.enggeo.2019.105165 |2 doi | |
| 028 | 5 | 2 | |a GBV00000000000745.pica |
| 035 | |a (DE-627)ELV047863056 | ||
| 035 | |a (ELSEVIER)S0013-7952(18)31185-2 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 610 |q VZ |
| 084 | |a 44.83 |2 bkl | ||
| 100 | 1 | |a Zhao, Wenhu |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| 264 | 1 | |c 2019transfer abstract | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. | ||
| 520 | |a To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. | ||
| 700 | 1 | |a Du, Chengbin |4 oth | |
| 700 | 1 | |a Sun, Liguo |4 oth | |
| 700 | 1 | |a Chen, Xiaocui |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Lopez-Olivo, Maria A. ELSEVIER |t A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |d 2022 |g Amsterdam [u.a.] |w (DE-627)ELV008398631 |
| 773 | 1 | 8 | |g volume:259 |g year:2019 |g day:4 |g month:09 |g pages:0 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.enggeo.2019.105165 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a SSG-OLC-PHA | ||
| 936 | b | k | |a 44.83 |j Rheumatologie |j Orthopädie |q VZ |
| 951 | |a AR | ||
| 952 | |d 259 |j 2019 |b 4 |c 0904 |h 0 | ||
| author_variant |
w z wz |
|---|---|
| matchkey_str |
zhaowenhuduchengbinsunliguochenxiaocui:2019----:ilmaueetadueiasuisfhbhvorfnhrdheplwlsosrcewte |
| hierarchy_sort_str |
2019transfer abstract |
| bklnumber |
44.83 |
| publishDate |
2019 |
| allfields |
10.1016/j.enggeo.2019.105165 doi GBV00000000000745.pica (DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.83 bkl Zhao, Wenhu verfasserin aut Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. Du, Chengbin oth Sun, Liguo oth Chen, Xiaocui oth Enthalten in Elsevier Science Lopez-Olivo, Maria A. ELSEVIER A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis 2022 Amsterdam [u.a.] (DE-627)ELV008398631 volume:259 year:2019 day:4 month:09 pages:0 https://doi.org/10.1016/j.enggeo.2019.105165 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.83 Rheumatologie Orthopädie VZ AR 259 2019 4 0904 0 |
| spelling |
10.1016/j.enggeo.2019.105165 doi GBV00000000000745.pica (DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.83 bkl Zhao, Wenhu verfasserin aut Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. Du, Chengbin oth Sun, Liguo oth Chen, Xiaocui oth Enthalten in Elsevier Science Lopez-Olivo, Maria A. ELSEVIER A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis 2022 Amsterdam [u.a.] (DE-627)ELV008398631 volume:259 year:2019 day:4 month:09 pages:0 https://doi.org/10.1016/j.enggeo.2019.105165 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.83 Rheumatologie Orthopädie VZ AR 259 2019 4 0904 0 |
| allfields_unstemmed |
10.1016/j.enggeo.2019.105165 doi GBV00000000000745.pica (DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.83 bkl Zhao, Wenhu verfasserin aut Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. Du, Chengbin oth Sun, Liguo oth Chen, Xiaocui oth Enthalten in Elsevier Science Lopez-Olivo, Maria A. ELSEVIER A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis 2022 Amsterdam [u.a.] (DE-627)ELV008398631 volume:259 year:2019 day:4 month:09 pages:0 https://doi.org/10.1016/j.enggeo.2019.105165 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.83 Rheumatologie Orthopädie VZ AR 259 2019 4 0904 0 |
| allfieldsGer |
10.1016/j.enggeo.2019.105165 doi GBV00000000000745.pica (DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.83 bkl Zhao, Wenhu verfasserin aut Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. Du, Chengbin oth Sun, Liguo oth Chen, Xiaocui oth Enthalten in Elsevier Science Lopez-Olivo, Maria A. ELSEVIER A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis 2022 Amsterdam [u.a.] (DE-627)ELV008398631 volume:259 year:2019 day:4 month:09 pages:0 https://doi.org/10.1016/j.enggeo.2019.105165 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.83 Rheumatologie Orthopädie VZ AR 259 2019 4 0904 0 |
| allfieldsSound |
10.1016/j.enggeo.2019.105165 doi GBV00000000000745.pica (DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 DE-627 ger DE-627 rakwb eng 610 VZ 44.83 bkl Zhao, Wenhu verfasserin aut Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures 2019transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. Du, Chengbin oth Sun, Liguo oth Chen, Xiaocui oth Enthalten in Elsevier Science Lopez-Olivo, Maria A. ELSEVIER A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis 2022 Amsterdam [u.a.] (DE-627)ELV008398631 volume:259 year:2019 day:4 month:09 pages:0 https://doi.org/10.1016/j.enggeo.2019.105165 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA 44.83 Rheumatologie Orthopädie VZ AR 259 2019 4 0904 0 |
| language |
English |
| source |
Enthalten in A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis Amsterdam [u.a.] volume:259 year:2019 day:4 month:09 pages:0 |
| sourceStr |
Enthalten in A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis Amsterdam [u.a.] volume:259 year:2019 day:4 month:09 pages:0 |
| format_phy_str_mv |
Article |
| bklname |
Rheumatologie Orthopädie |
| institution |
findex.gbv.de |
| dewey-raw |
610 |
| isfreeaccess_bool |
false |
| container_title |
A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |
| authorswithroles_txt_mv |
Zhao, Wenhu @@aut@@ Du, Chengbin @@oth@@ Sun, Liguo @@oth@@ Chen, Xiaocui @@oth@@ |
| publishDateDaySort_date |
2019-01-04T00:00:00Z |
| hierarchy_top_id |
ELV008398631 |
| dewey-sort |
3610 |
| id |
ELV047863056 |
| 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">ELV047863056</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626020643.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.enggeo.2019.105165</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000745.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV047863056</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0013-7952(18)31185-2</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="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.83</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Zhao, Wenhu</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Du, Chengbin</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Sun, Liguo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, Xiaocui</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Lopez-Olivo, Maria A. ELSEVIER</subfield><subfield code="t">A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis</subfield><subfield code="d">2022</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV008398631</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:259</subfield><subfield code="g">year:2019</subfield><subfield code="g">day:4</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.enggeo.2019.105165</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.83</subfield><subfield code="j">Rheumatologie</subfield><subfield code="j">Orthopädie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">259</subfield><subfield code="j">2019</subfield><subfield code="b">4</subfield><subfield code="c">0904</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| author |
Zhao, Wenhu |
| spellingShingle |
Zhao, Wenhu ddc 610 bkl 44.83 Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| authorStr |
Zhao, Wenhu |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV008398631 |
| format |
electronic Article |
| dewey-ones |
610 - Medicine & health |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
610 VZ 44.83 bkl Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| topic |
ddc 610 bkl 44.83 |
| topic_unstemmed |
ddc 610 bkl 44.83 |
| topic_browse |
ddc 610 bkl 44.83 |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
c d cd l s ls x c xc |
| hierarchy_parent_title |
A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |
| hierarchy_parent_id |
ELV008398631 |
| dewey-tens |
610 - Medicine & health |
| hierarchy_top_title |
A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV008398631 |
| title |
Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| ctrlnum |
(DE-627)ELV047863056 (ELSEVIER)S0013-7952(18)31185-2 |
| title_full |
Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| author_sort |
Zhao, Wenhu |
| journal |
A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |
| journalStr |
A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2019 |
| contenttype_str_mv |
zzz |
| container_start_page |
0 |
| author_browse |
Zhao, Wenhu |
| container_volume |
259 |
| class |
610 VZ 44.83 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Zhao, Wenhu |
| doi_str_mv |
10.1016/j.enggeo.2019.105165 |
| dewey-full |
610 |
| title_sort |
field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| title_auth |
Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| abstract |
To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. |
| abstractGer |
To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. |
| abstract_unstemmed |
To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA |
| title_short |
Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures |
| url |
https://doi.org/10.1016/j.enggeo.2019.105165 |
| remote_bool |
true |
| author2 |
Du, Chengbin Sun, Liguo Chen, Xiaocui |
| author2Str |
Du, Chengbin Sun, Liguo Chen, Xiaocui |
| ppnlink |
ELV008398631 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth |
| doi_str |
10.1016/j.enggeo.2019.105165 |
| up_date |
2024-07-06T17:19:14.255Z |
| _version_ |
1803850984201388032 |
| 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">ELV047863056</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626020643.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2019 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.enggeo.2019.105165</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000745.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV047863056</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0013-7952(18)31185-2</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="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.83</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Zhao, Wenhu</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">To fully understand the behaviour of an anchored sheet pile wall structure, a long-term field measurement was carried out during excavating and backfilling construction. The total lateral earth pressures, sheet pile wall deflections, anchor forces and groundwater levels were observed. The field measurements showed that the soil excavation has a greater effect than backfilling procedure on the anchored sheet pile deflection and that the obtained lateral earth pressures were less than the classic Rankine earth pressures. Moreover, there was a long-term increase in the earth pressure and the deflection of the anchored sheet pile wall after construction, while the anchor forces decreased during the post-construction process. The numerical method was employed to simulate the excavating and backfilling processes, and the results were compared with the field measurements. A sensitivity analysis was carried out to investigate the mechanism of soil-structure interaction system. The deflection of the sheet pile increased with the reduction in the number of anchors and tubular piles. The smaller the anchor force is, the more deflections the sheet pile and tubular pile experienced. The results indicated that the lateral earth pressure from the soil drives the deformation of the anchored sheet pile and that the soil movement acted as a “damper” to slow down the deformation processes by resisting the deformation of the tubular pile in the soil-structure interaction system. The overall investigation presented here provides a reference for the design and construction of anchored sheet pile walls.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Du, Chengbin</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Sun, Liguo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, Xiaocui</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Lopez-Olivo, Maria A. ELSEVIER</subfield><subfield code="t">A randomized controlled trial evaluating the effects of social networking on chronic disease management in rheumatoid arthritis</subfield><subfield code="d">2022</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV008398631</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:259</subfield><subfield code="g">year:2019</subfield><subfield code="g">day:4</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.enggeo.2019.105165</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.83</subfield><subfield code="j">Rheumatologie</subfield><subfield code="j">Orthopädie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">259</subfield><subfield code="j">2019</subfield><subfield code="b">4</subfield><subfield code="c">0904</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| score |
7.401513 |