Calculation and Analysis for the Time-Dependency of Settlement of the Single-Driven Pile in Double-Layered Soft Clay
The dissipation of the pile-side excess pore water pressure caused by pile driving is the main cause of the settlement of single-driven pile in soft clay. Based on the three-dimensional consolidation theory, the calculation formula for reconsolidation settlement of pile-side soil was derived. In add...
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| creator | Zhao Chun-Yan Leng Wu-Ming Zheng Guo-Yong |
| description | The dissipation of the pile-side excess pore water pressure caused by pile driving is the main cause of the settlement of single-driven pile in soft clay. Based on the three-dimensional consolidation theory, the calculation formula for reconsolidation settlement of pile-side soil was derived. In addition, the calculation formula for the settlement of the single-driven pile caused by the pile-side soil reconsolidation settlement was derived using the pile-soil interaction principle and by combining boundary conditions in double-layered soft clay. An engineering example was also calculated and analyzed. The research shows that the settlement of the single-driven pile caused by the dissipation of pile-side excess pore water pressure is larger and is far more than that caused by the vertical load. Thus, the settlement of the driven pile was larger than that of the bored pile. The research also indicates that the settlement of the single-driven pile increases with time because of the influence of the pile-side soil reconsolidation, and then it gradually becomes stable. |
| doi_str_mv | 10.1109/ISDEA.2012.102 |
| format | Conference Proceeding |
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Based on the three-dimensional consolidation theory, the calculation formula for reconsolidation settlement of pile-side soil was derived. In addition, the calculation formula for the settlement of the single-driven pile caused by the pile-side soil reconsolidation settlement was derived using the pile-soil interaction principle and by combining boundary conditions in double-layered soft clay. An engineering example was also calculated and analyzed. The research shows that the settlement of the single-driven pile caused by the dissipation of pile-side excess pore water pressure is larger and is far more than that caused by the vertical load. Thus, the settlement of the driven pile was larger than that of the bored pile. The research also indicates that the settlement of the single-driven pile increases with time because of the influence of the pile-side soil reconsolidation, and then it gradually becomes stable.</description><identifier>ISBN: 9781467348935</identifier><identifier>ISBN: 1467348937</identifier><identifier>EISBN: 9780769549231</identifier><identifier>EISBN: 0769549233</identifier><identifier>DOI: 10.1109/ISDEA.2012.102</identifier><identifier>CODEN: IEEPAD</identifier><language>eng</language><publisher>IEEE</publisher><subject>Abstracts ; Boundary conditions ; Civil engineering ; Dissipation ; double-layered soft clay ; Educational institutions ; excess pore water pressure ; Friction ; Mathematical analysis ; Piles ; Porosity ; Settling ; single-driven pile ; Soft clay ; Soil ; Soil (material) ; Stress ; three-dimensional consolidation ; time-dependency of settlement ; Water pressure</subject><ispartof>2013 Third International Conference on Intelligent System Design and Engineering Applications, 2013, p.409-412</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/6456683$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>310,311,315,781,785,790,791,2059,27929,27930,54925</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/6456683$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Zhao Chun-Yan</creatorcontrib><creatorcontrib>Leng Wu-Ming</creatorcontrib><creatorcontrib>Zheng Guo-Yong</creatorcontrib><title>Calculation and Analysis for the Time-Dependency of Settlement of the Single-Driven Pile in Double-Layered Soft Clay</title><title>2013 Third International Conference on Intelligent System Design and Engineering Applications</title><addtitle>ISDEA</addtitle><description>The dissipation of the pile-side excess pore water pressure caused by pile driving is the main cause of the settlement of single-driven pile in soft clay. Based on the three-dimensional consolidation theory, the calculation formula for reconsolidation settlement of pile-side soil was derived. In addition, the calculation formula for the settlement of the single-driven pile caused by the pile-side soil reconsolidation settlement was derived using the pile-soil interaction principle and by combining boundary conditions in double-layered soft clay. An engineering example was also calculated and analyzed. The research shows that the settlement of the single-driven pile caused by the dissipation of pile-side excess pore water pressure is larger and is far more than that caused by the vertical load. Thus, the settlement of the driven pile was larger than that of the bored pile. The research also indicates that the settlement of the single-driven pile increases with time because of the influence of the pile-side soil reconsolidation, and then it gradually becomes stable.</description><subject>Abstracts</subject><subject>Boundary conditions</subject><subject>Civil engineering</subject><subject>Dissipation</subject><subject>double-layered soft clay</subject><subject>Educational institutions</subject><subject>excess pore water pressure</subject><subject>Friction</subject><subject>Mathematical analysis</subject><subject>Piles</subject><subject>Porosity</subject><subject>Settling</subject><subject>single-driven pile</subject><subject>Soft clay</subject><subject>Soil</subject><subject>Soil (material)</subject><subject>Stress</subject><subject>three-dimensional consolidation</subject><subject>time-dependency of settlement</subject><subject>Water pressure</subject><isbn>9781467348935</isbn><isbn>1467348937</isbn><isbn>9780769549231</isbn><isbn>0769549233</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2013</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNotzM9LwzAcBfCICMrc1YuXHL1s5neT4-imDgYKneeStd9qJE1nkwr97-2cp8d7fHgI3VGypJSYx22x3qyWjFC2pIRdoLnJNMmUkcIwTi__OhUq40IbLq_RPMYvQgglXNKM3KCUW18N3ibXBWxDjVfB-jG6iJuux-kT8N61sFjDEUINoRpx1-ACUvLQQkindkKFCx9-Yr37gYDfnAfsAl53w2Fad3aEHmpcdE3CubfjLbpqrI8w_88Zen_a7POXxe71eZuvdgvHiE6LpjKS1nVlakGVIEbImhmRGWGlOBjNlFGssRlwYytxyLSu2aRAUUOorBrJZ-jh_Hvsu-8BYipbFyvw3gbohlhSTRXhQmk20fszdQBQHnvX2n4slZBKac5_AVNSaWE</recordid><startdate>201301</startdate><enddate>201301</enddate><creator>Zhao Chun-Yan</creator><creator>Leng Wu-Ming</creator><creator>Zheng Guo-Yong</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope><scope>7SC</scope><scope>8FD</scope><scope>JQ2</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>201301</creationdate><title>Calculation and Analysis for the Time-Dependency of Settlement of the Single-Driven Pile in Double-Layered Soft Clay</title><author>Zhao Chun-Yan ; Leng Wu-Ming ; Zheng Guo-Yong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i208t-fc951ddc9d41640945d294794a54b9826962fa7e39ac4b788d2409e619015cf53</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Abstracts</topic><topic>Boundary conditions</topic><topic>Civil engineering</topic><topic>Dissipation</topic><topic>double-layered soft clay</topic><topic>Educational institutions</topic><topic>excess pore water pressure</topic><topic>Friction</topic><topic>Mathematical analysis</topic><topic>Piles</topic><topic>Porosity</topic><topic>Settling</topic><topic>single-driven pile</topic><topic>Soft clay</topic><topic>Soil</topic><topic>Soil (material)</topic><topic>Stress</topic><topic>three-dimensional consolidation</topic><topic>time-dependency of settlement</topic><topic>Water pressure</topic><toplevel>online_resources</toplevel><creatorcontrib>Zhao Chun-Yan</creatorcontrib><creatorcontrib>Leng Wu-Ming</creatorcontrib><creatorcontrib>Zheng Guo-Yong</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection><collection>Computer and Information Systems Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Zhao Chun-Yan</au><au>Leng Wu-Ming</au><au>Zheng Guo-Yong</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Calculation and Analysis for the Time-Dependency of Settlement of the Single-Driven Pile in Double-Layered Soft Clay</atitle><btitle>2013 Third International Conference on Intelligent System Design and Engineering Applications</btitle><stitle>ISDEA</stitle><date>2013-01</date><risdate>2013</risdate><spage>409</spage><epage>412</epage><pages>409-412</pages><isbn>9781467348935</isbn><isbn>1467348937</isbn><eisbn>9780769549231</eisbn><eisbn>0769549233</eisbn><coden>IEEPAD</coden><abstract>The dissipation of the pile-side excess pore water pressure caused by pile driving is the main cause of the settlement of single-driven pile in soft clay. Based on the three-dimensional consolidation theory, the calculation formula for reconsolidation settlement of pile-side soil was derived. In addition, the calculation formula for the settlement of the single-driven pile caused by the pile-side soil reconsolidation settlement was derived using the pile-soil interaction principle and by combining boundary conditions in double-layered soft clay. An engineering example was also calculated and analyzed. The research shows that the settlement of the single-driven pile caused by the dissipation of pile-side excess pore water pressure is larger and is far more than that caused by the vertical load. Thus, the settlement of the driven pile was larger than that of the bored pile. The research also indicates that the settlement of the single-driven pile increases with time because of the influence of the pile-side soil reconsolidation, and then it gradually becomes stable.</abstract><pub>IEEE</pub><doi>10.1109/ISDEA.2012.102</doi><tpages>4</tpages></addata></record> |
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| identifier | ISBN: 9781467348935 |
| ispartof | 2013 Third International Conference on Intelligent System Design and Engineering Applications, 2013, p.409-412 |
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| language | eng |
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| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | Abstracts Boundary conditions Civil engineering Dissipation double-layered soft clay Educational institutions excess pore water pressure Friction Mathematical analysis Piles Porosity Settling single-driven pile Soft clay Soil Soil (material) Stress three-dimensional consolidation time-dependency of settlement Water pressure |
| title | Calculation and Analysis for the Time-Dependency of Settlement of the Single-Driven Pile in Double-Layered Soft Clay |
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