Parameter Study on Double-row Pile in the Combined High Retaining Structure
The combined high retaining structure with little urban space, especially under the deep under-consolidated earth filling condition, was studied based on the project in Liangmao mountain depot of Shenzhen Metro Line 10. The superiority of the combined retaining structure including double-row piles o...
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| Veröffentlicht in: | Geotechnical and geological engineering 2022-10, Vol.40 (10), p.5233-5248 |
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| container_title | Geotechnical and geological engineering |
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| creator | Wang, Gang Dong, Changrui Fang, Zheng Chang, Si Singh, Jenisha |
| description | The combined high retaining structure with little urban space, especially under the deep under-consolidated earth filling condition, was studied based on the project in Liangmao mountain depot of Shenzhen Metro Line 10. The superiority of the combined retaining structure including double-row piles over the pile-slab wall, single-row piles, and gravity retaining wall schemes was confirmed based on the numerical analysis by MIDAS/GTS. Based on the this, the force and deformation characteristics, including the influence of pile diameter, row spacing, and pile length on the displacement and internal force of the retaining structure, were analyzed. The simulation results show that the change of the pile diameter has a great influence on the displacement and the bending moment of the pile. As the row spacing increases, the absolute value of the maximum negative bending moment in the upper part of the front row of piles and the positive bending moment in the lower part tends to decrease. The pile length has some influence on the horizontal displacement of the pile but only a limited influence on the internal force of the pile. |
| doi_str_mv | 10.1007/s10706-022-02213-7 |
| format | Article |
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The superiority of the combined retaining structure including double-row piles over the pile-slab wall, single-row piles, and gravity retaining wall schemes was confirmed based on the numerical analysis by MIDAS/GTS. Based on the this, the force and deformation characteristics, including the influence of pile diameter, row spacing, and pile length on the displacement and internal force of the retaining structure, were analyzed. The simulation results show that the change of the pile diameter has a great influence on the displacement and the bending moment of the pile. As the row spacing increases, the absolute value of the maximum negative bending moment in the upper part of the front row of piles and the positive bending moment in the lower part tends to decrease. The pile length has some influence on the horizontal displacement of the pile but only a limited influence on the internal force of the pile.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-022-02213-7</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Bending moments ; Civil Engineering ; Construction ; Deformation ; Design ; Displacement ; Earth and Environmental Science ; Earth Sciences ; Finite element analysis ; Geology ; Geotechnical Engineering & Applied Earth Sciences ; Gravity ; Gravity walls ; Hydrogeology ; Influence ; Internal forces ; Mechanical properties ; Mountains ; Numerical analysis ; Original Paper ; Piles ; Retaining walls ; Row spacing ; Shear strength ; Terrestrial Pollution ; Urban areas ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2022-10, Vol.40 (10), p.5233-5248</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2022</rights><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2022.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a342t-f00ed729ac90a42e51d59e3b37e367fa423b84b66c97622722ad6b43a3fa9b063</citedby><cites>FETCH-LOGICAL-a342t-f00ed729ac90a42e51d59e3b37e367fa423b84b66c97622722ad6b43a3fa9b063</cites><orcidid>0000-0001-9689-7913</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/s10706-022-02213-7$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-022-02213-7$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>315,781,785,27929,27930,41493,42562,51324</link.rule.ids></links><search><creatorcontrib>Wang, Gang</creatorcontrib><creatorcontrib>Dong, Changrui</creatorcontrib><creatorcontrib>Fang, Zheng</creatorcontrib><creatorcontrib>Chang, Si</creatorcontrib><creatorcontrib>Singh, Jenisha</creatorcontrib><title>Parameter Study on Double-row Pile in the Combined High Retaining Structure</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>The combined high retaining structure with little urban space, especially under the deep under-consolidated earth filling condition, was studied based on the project in Liangmao mountain depot of Shenzhen Metro Line 10. The superiority of the combined retaining structure including double-row piles over the pile-slab wall, single-row piles, and gravity retaining wall schemes was confirmed based on the numerical analysis by MIDAS/GTS. Based on the this, the force and deformation characteristics, including the influence of pile diameter, row spacing, and pile length on the displacement and internal force of the retaining structure, were analyzed. The simulation results show that the change of the pile diameter has a great influence on the displacement and the bending moment of the pile. As the row spacing increases, the absolute value of the maximum negative bending moment in the upper part of the front row of piles and the positive bending moment in the lower part tends to decrease. The pile length has some influence on the horizontal displacement of the pile but only a limited influence on the internal force of the pile.</description><subject>Bending moments</subject><subject>Civil Engineering</subject><subject>Construction</subject><subject>Deformation</subject><subject>Design</subject><subject>Displacement</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Finite element analysis</subject><subject>Geology</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Gravity</subject><subject>Gravity walls</subject><subject>Hydrogeology</subject><subject>Influence</subject><subject>Internal forces</subject><subject>Mechanical properties</subject><subject>Mountains</subject><subject>Numerical analysis</subject><subject>Original Paper</subject><subject>Piles</subject><subject>Retaining walls</subject><subject>Row spacing</subject><subject>Shear strength</subject><subject>Terrestrial Pollution</subject><subject>Urban areas</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp9kE1Lw0AQhhdRsFb_gKcFz6uzs8lu9yj1o2LB4sd52SSTNqVN6m6C9N-bGsGbh2FgeJ934GHsUsK1BDA3UYIBLQDxMFIJc8RGMjVKyBTtMRuB1SCUnOApO4txDQCoQY7Y88IHv6WWAn9ru2LPm5rfNV22IRGaL76oNsSrmrcr4tNmm1U1FXxWLVf8lVpf1VW97LnQ5W0X6JydlH4T6eJ3j9nHw_37dCbmL49P09u58CrBVpQAVBi0PrfgE6RUFqkllSlDSpuyP6lskmRa59ZoRIPoC50lyqvS2wy0GrOroXcXms-OYuvWTRfq_qVDI1GCNNr2KRxSeWhiDFS6Xai2PuydBHeQ5gZprhfmfqQ500NqgGIfrpcU_qr_ob4BTEdt5Q</recordid><startdate>20221001</startdate><enddate>20221001</enddate><creator>Wang, Gang</creator><creator>Dong, Changrui</creator><creator>Fang, Zheng</creator><creator>Chang, Si</creator><creator>Singh, Jenisha</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</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>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0001-9689-7913</orcidid></search><sort><creationdate>20221001</creationdate><title>Parameter Study on Double-row Pile in the Combined High Retaining Structure</title><author>Wang, Gang ; Dong, Changrui ; Fang, Zheng ; Chang, Si ; Singh, Jenisha</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-f00ed729ac90a42e51d59e3b37e367fa423b84b66c97622722ad6b43a3fa9b063</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Bending moments</topic><topic>Civil Engineering</topic><topic>Construction</topic><topic>Deformation</topic><topic>Design</topic><topic>Displacement</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Finite element analysis</topic><topic>Geology</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Gravity</topic><topic>Gravity walls</topic><topic>Hydrogeology</topic><topic>Influence</topic><topic>Internal forces</topic><topic>Mechanical properties</topic><topic>Mountains</topic><topic>Numerical analysis</topic><topic>Original Paper</topic><topic>Piles</topic><topic>Retaining walls</topic><topic>Row spacing</topic><topic>Shear strength</topic><topic>Terrestrial Pollution</topic><topic>Urban areas</topic><topic>Waste Management/Waste Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Gang</creatorcontrib><creatorcontrib>Dong, Changrui</creatorcontrib><creatorcontrib>Fang, Zheng</creatorcontrib><creatorcontrib>Chang, Si</creatorcontrib><creatorcontrib>Singh, Jenisha</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</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>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering 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><jtitle>Geotechnical and geological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Gang</au><au>Dong, Changrui</au><au>Fang, Zheng</au><au>Chang, Si</au><au>Singh, Jenisha</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Parameter Study on Double-row Pile in the Combined High Retaining Structure</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2022-10-01</date><risdate>2022</risdate><volume>40</volume><issue>10</issue><spage>5233</spage><epage>5248</epage><pages>5233-5248</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>The combined high retaining structure with little urban space, especially under the deep under-consolidated earth filling condition, was studied based on the project in Liangmao mountain depot of Shenzhen Metro Line 10. The superiority of the combined retaining structure including double-row piles over the pile-slab wall, single-row piles, and gravity retaining wall schemes was confirmed based on the numerical analysis by MIDAS/GTS. Based on the this, the force and deformation characteristics, including the influence of pile diameter, row spacing, and pile length on the displacement and internal force of the retaining structure, were analyzed. The simulation results show that the change of the pile diameter has a great influence on the displacement and the bending moment of the pile. As the row spacing increases, the absolute value of the maximum negative bending moment in the upper part of the front row of piles and the positive bending moment in the lower part tends to decrease. The pile length has some influence on the horizontal displacement of the pile but only a limited influence on the internal force of the pile.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-022-02213-7</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0001-9689-7913</orcidid></addata></record> |
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| subjects | Bending moments Civil Engineering Construction Deformation Design Displacement Earth and Environmental Science Earth Sciences Finite element analysis Geology Geotechnical Engineering & Applied Earth Sciences Gravity Gravity walls Hydrogeology Influence Internal forces Mechanical properties Mountains Numerical analysis Original Paper Piles Retaining walls Row spacing Shear strength Terrestrial Pollution Urban areas Waste Management/Waste Technology |
| title | Parameter Study on Double-row Pile in the Combined High Retaining Structure |
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