Field performance of a geogrid-reinforced expansive soil slope: a case study
The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the wa...
Gespeichert in:
| Veröffentlicht in: | Bulletin of engineering geology and the environment 2024, Vol.83 (1), p.7, Article 7 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 1 |
| container_start_page | 7 |
| container_title | Bulletin of engineering geology and the environment |
| container_volume | 83 |
| creator | Zhang, R. Lan, T. Zheng, J. L. Gao, Q. F. |
| description | The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the water content of the reinforced expansive soil slope is gradually stabilized in two years after the treatment. The variation trend of geogrid strains is consistent with that of lateral earth pressures in the slope. The geogrid strain decreases with a decrease in earth pressure. When the earth pressure is stable, the geogrid strain approaches the initial value. The geogrid reinforcement is able to inhibit crack development, limit soil deformation and release soil swelling pressure, thus maintaining the long-term stability of expansive soil slope. |
| doi_str_mv | 10.1007/s10064-023-03478-9 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2918139669</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2918139669</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-c40688007936b05f10efacefce6b5d8bb37b168ade153d31ecac6f00323f5b3c3</originalsourceid><addsrcrecordid>eNp9kMFOwzAMhiMEEmPwApwqcQ4kdZM23NDEAGkSFzhHaeJMnbqmJBtib0-gCG5cbMv-f9v6CLnk7JozVt-kHGVFWQmUQVU3VB2RGa9AUCWgPv6tS3VKzlLaMMZFU_IZWS077F0xYvQhbs1gsQi-MMUawzp2jkbshjyx6Ar8GM2QuncsUuj6IvVhxNsstSbl1m7vDufkxJs-4cVPnpPX5f3L4pGunh-eFncraoGrHbUVk02T31YgWyY8Z-iNRW9RtsI1bQt1y2VjHHIBDjhaY6VnDErwogULc3I17R1jeNtj2ulN2Mchn9Sl4g0HJaXKqnJS2RhSiuj1GLutiQfNmf6ipidqOlPT39T0lwkmU8riYY3xb_U_rk8hrW_m</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2918139669</pqid></control><display><type>article</type><title>Field performance of a geogrid-reinforced expansive soil slope: a case study</title><source>SpringerLink Journals - AutoHoldings</source><creator>Zhang, R. ; Lan, T. ; Zheng, J. L. ; Gao, Q. F.</creator><creatorcontrib>Zhang, R. ; Lan, T. ; Zheng, J. L. ; Gao, Q. F.</creatorcontrib><description>The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the water content of the reinforced expansive soil slope is gradually stabilized in two years after the treatment. The variation trend of geogrid strains is consistent with that of lateral earth pressures in the slope. The geogrid strain decreases with a decrease in earth pressure. When the earth pressure is stable, the geogrid strain approaches the initial value. The geogrid reinforcement is able to inhibit crack development, limit soil deformation and release soil swelling pressure, thus maintaining the long-term stability of expansive soil slope. </description><identifier>ISSN: 1435-9529</identifier><identifier>EISSN: 1435-9537</identifier><identifier>DOI: 10.1007/s10064-023-03478-9</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Cracks ; Deformation ; Earth ; Earth and Environmental Science ; Earth pressure ; Earth Sciences ; Engineering ; Expansive soils ; Foundations ; Friction ; Geoecology/Natural Processes ; Geoengineering ; Geology ; Geotechnical Engineering & Applied Earth Sciences ; Groundwater ; Hydraulics ; Influence ; Mechanical properties ; Moisture content ; Nature Conservation ; Original Paper ; Pressure ; Rain ; Reinforcement ; Roads & highways ; Shear strength ; Shear tests ; Slope ; Slope stability ; Slopes ; Soil ; Soil swelling ; Strain hardening ; Swelling pressure ; Water content</subject><ispartof>Bulletin of engineering geology and the environment, 2024, Vol.83 (1), p.7, Article 7</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-c40688007936b05f10efacefce6b5d8bb37b168ade153d31ecac6f00323f5b3c3</citedby><cites>FETCH-LOGICAL-c319t-c40688007936b05f10efacefce6b5d8bb37b168ade153d31ecac6f00323f5b3c3</cites><orcidid>0000-0002-7462-4276</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10064-023-03478-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10064-023-03478-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids></links><search><creatorcontrib>Zhang, R.</creatorcontrib><creatorcontrib>Lan, T.</creatorcontrib><creatorcontrib>Zheng, J. L.</creatorcontrib><creatorcontrib>Gao, Q. F.</creatorcontrib><title>Field performance of a geogrid-reinforced expansive soil slope: a case study</title><title>Bulletin of engineering geology and the environment</title><addtitle>Bull Eng Geol Environ</addtitle><description>The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the water content of the reinforced expansive soil slope is gradually stabilized in two years after the treatment. The variation trend of geogrid strains is consistent with that of lateral earth pressures in the slope. The geogrid strain decreases with a decrease in earth pressure. When the earth pressure is stable, the geogrid strain approaches the initial value. The geogrid reinforcement is able to inhibit crack development, limit soil deformation and release soil swelling pressure, thus maintaining the long-term stability of expansive soil slope. </description><subject>Cracks</subject><subject>Deformation</subject><subject>Earth</subject><subject>Earth and Environmental Science</subject><subject>Earth pressure</subject><subject>Earth Sciences</subject><subject>Engineering</subject><subject>Expansive soils</subject><subject>Foundations</subject><subject>Friction</subject><subject>Geoecology/Natural Processes</subject><subject>Geoengineering</subject><subject>Geology</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Groundwater</subject><subject>Hydraulics</subject><subject>Influence</subject><subject>Mechanical properties</subject><subject>Moisture content</subject><subject>Nature Conservation</subject><subject>Original Paper</subject><subject>Pressure</subject><subject>Rain</subject><subject>Reinforcement</subject><subject>Roads & highways</subject><subject>Shear strength</subject><subject>Shear tests</subject><subject>Slope</subject><subject>Slope stability</subject><subject>Slopes</subject><subject>Soil</subject><subject>Soil swelling</subject><subject>Strain hardening</subject><subject>Swelling pressure</subject><subject>Water content</subject><issn>1435-9529</issn><issn>1435-9537</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kMFOwzAMhiMEEmPwApwqcQ4kdZM23NDEAGkSFzhHaeJMnbqmJBtib0-gCG5cbMv-f9v6CLnk7JozVt-kHGVFWQmUQVU3VB2RGa9AUCWgPv6tS3VKzlLaMMZFU_IZWS077F0xYvQhbs1gsQi-MMUawzp2jkbshjyx6Ar8GM2QuncsUuj6IvVhxNsstSbl1m7vDufkxJs-4cVPnpPX5f3L4pGunh-eFncraoGrHbUVk02T31YgWyY8Z-iNRW9RtsI1bQt1y2VjHHIBDjhaY6VnDErwogULc3I17R1jeNtj2ulN2Mchn9Sl4g0HJaXKqnJS2RhSiuj1GLutiQfNmf6ipidqOlPT39T0lwkmU8riYY3xb_U_rk8hrW_m</recordid><startdate>2024</startdate><enddate>2024</enddate><creator>Zhang, R.</creator><creator>Lan, T.</creator><creator>Zheng, J. L.</creator><creator>Gao, Q. F.</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-7462-4276</orcidid></search><sort><creationdate>2024</creationdate><title>Field performance of a geogrid-reinforced expansive soil slope: a case study</title><author>Zhang, R. ; Lan, T. ; Zheng, J. L. ; Gao, Q. F.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-c40688007936b05f10efacefce6b5d8bb37b168ade153d31ecac6f00323f5b3c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Cracks</topic><topic>Deformation</topic><topic>Earth</topic><topic>Earth and Environmental Science</topic><topic>Earth pressure</topic><topic>Earth Sciences</topic><topic>Engineering</topic><topic>Expansive soils</topic><topic>Foundations</topic><topic>Friction</topic><topic>Geoecology/Natural Processes</topic><topic>Geoengineering</topic><topic>Geology</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Groundwater</topic><topic>Hydraulics</topic><topic>Influence</topic><topic>Mechanical properties</topic><topic>Moisture content</topic><topic>Nature Conservation</topic><topic>Original Paper</topic><topic>Pressure</topic><topic>Rain</topic><topic>Reinforcement</topic><topic>Roads & highways</topic><topic>Shear strength</topic><topic>Shear tests</topic><topic>Slope</topic><topic>Slope stability</topic><topic>Slopes</topic><topic>Soil</topic><topic>Soil swelling</topic><topic>Strain hardening</topic><topic>Swelling pressure</topic><topic>Water content</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhang, R.</creatorcontrib><creatorcontrib>Lan, T.</creatorcontrib><creatorcontrib>Zheng, J. L.</creatorcontrib><creatorcontrib>Gao, Q. F.</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>Environment Abstracts</collection><jtitle>Bulletin of engineering geology and the environment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhang, R.</au><au>Lan, T.</au><au>Zheng, J. L.</au><au>Gao, Q. F.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Field performance of a geogrid-reinforced expansive soil slope: a case study</atitle><jtitle>Bulletin of engineering geology and the environment</jtitle><stitle>Bull Eng Geol Environ</stitle><date>2024</date><risdate>2024</risdate><volume>83</volume><issue>1</issue><spage>7</spage><pages>7-</pages><artnum>7</artnum><issn>1435-9529</issn><eissn>1435-9537</eissn><abstract>The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid reinforcement. A expansive soil slope repaired by geogrid was monitored for two years without interruption. The monitored results demonstrate that the water content of the reinforced expansive soil slope is gradually stabilized in two years after the treatment. The variation trend of geogrid strains is consistent with that of lateral earth pressures in the slope. The geogrid strain decreases with a decrease in earth pressure. When the earth pressure is stable, the geogrid strain approaches the initial value. The geogrid reinforcement is able to inhibit crack development, limit soil deformation and release soil swelling pressure, thus maintaining the long-term stability of expansive soil slope. </abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10064-023-03478-9</doi><orcidid>https://orcid.org/0000-0002-7462-4276</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1435-9529 |
| ispartof | Bulletin of engineering geology and the environment, 2024, Vol.83 (1), p.7, Article 7 |
| issn | 1435-9529 1435-9537 |
| language | eng |
| recordid | cdi_proquest_journals_2918139669 |
| source | SpringerLink Journals - AutoHoldings |
| subjects | Cracks Deformation Earth Earth and Environmental Science Earth pressure Earth Sciences Engineering Expansive soils Foundations Friction Geoecology/Natural Processes Geoengineering Geology Geotechnical Engineering & Applied Earth Sciences Groundwater Hydraulics Influence Mechanical properties Moisture content Nature Conservation Original Paper Pressure Rain Reinforcement Roads & highways Shear strength Shear tests Slope Slope stability Slopes Soil Soil swelling Strain hardening Swelling pressure Water content |
| title | Field performance of a geogrid-reinforced expansive soil slope: a case study |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-26T05%3A56%3A46IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Field%20performance%20of%20a%20geogrid-reinforced%20expansive%20soil%20slope:%20a%20case%20study&rft.jtitle=Bulletin%20of%20engineering%20geology%20and%20the%20environment&rft.au=Zhang,%20R.&rft.date=2024&rft.volume=83&rft.issue=1&rft.spage=7&rft.pages=7-&rft.artnum=7&rft.issn=1435-9529&rft.eissn=1435-9537&rft_id=info:doi/10.1007/s10064-023-03478-9&rft_dat=%3Cproquest_cross%3E2918139669%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2918139669&rft_id=info:pmid/&rfr_iscdi=true |