Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method
This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils using a cross‐anisotropic elastic constitutive model. The program is first verified using published results. Then, using this program, the influences of cross‐anisotropy on the immediate settlement,...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2004-02, Vol.28 (2), p.111-129 |
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| container_title | International journal for numerical and analytical methods in geomechanics |
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| creator | Mei, Guo-Xiong Yin, Jian-Hua Zai, Jin-Min Yin, Zong-Ze Ding, Xiao-Li Zhu, Guo-Fu Chu, Lok Man |
| description | This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils using a cross‐anisotropic elastic constitutive model. The program is first verified using published results. Then, using this program, the influences of cross‐anisotropy on the immediate settlement, the final settlement, and the consolidation behaviour are investigated by changing one model parameter at one time. The results obtained using the cross‐anisotropic elastic model are compared with results using an isotropic elastic model. It is found that the cross‐anisotropy has very large influences on the immediate settlement, the final settlement, and the consolidation behaviour. Curves or tables of the immediate settlement coefficients, the final settlement coefficients, and the average degree of consolidation are obtained and presented in the paper. These curves or tables can be easily used to estimate the immediate settlement, the final settlement, and the consolidation settlement of a cross‐anisotropic soil. Copyright © 2004 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/nag.324 |
| format | Article |
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The program is first verified using published results. Then, using this program, the influences of cross‐anisotropy on the immediate settlement, the final settlement, and the consolidation behaviour are investigated by changing one model parameter at one time. The results obtained using the cross‐anisotropic elastic model are compared with results using an isotropic elastic model. It is found that the cross‐anisotropy has very large influences on the immediate settlement, the final settlement, and the consolidation behaviour. Curves or tables of the immediate settlement coefficients, the final settlement coefficients, and the average degree of consolidation are obtained and presented in the paper. These curves or tables can be easily used to estimate the immediate settlement, the final settlement, and the consolidation settlement of a cross‐anisotropic soil. Copyright © 2004 John Wiley & Sons, Ltd.</description><identifier>ISSN: 0363-9061</identifier><identifier>EISSN: 1096-9853</identifier><identifier>DOI: 10.1002/nag.324</identifier><identifier>CODEN: IJNGDZ</identifier><language>eng</language><publisher>Chichester, UK: John Wiley & Sons, Ltd</publisher><subject>Applied sciences ; Biot's consolidation ; Buildings. Public works ; Computation methods. Tables. Charts ; consolidation settlement ; cross-anisotropy ; Earth sciences ; Earth, ocean, space ; Engineering and environment geology. Geothermics ; Engineering geology ; Exact sciences and technology ; final settlement ; finite layer analysis ; Geotechnics ; immediate settlement ; Soil investigations. Testing ; Stabilization. Consolidation ; Structural analysis. Stresses</subject><ispartof>International journal for numerical and analytical methods in geomechanics, 2004-02, Vol.28 (2), p.111-129</ispartof><rights>Copyright © 2004 John Wiley & Sons, Ltd.</rights><rights>2004 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a3814-80051a030b6bb22a49e9faed50442eb6dd376bf8ddc682bdbef8a7455803b9d13</citedby><cites>FETCH-LOGICAL-a3814-80051a030b6bb22a49e9faed50442eb6dd376bf8ddc682bdbef8a7455803b9d13</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fnag.324$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fnag.324$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,27924,27925,45574,45575</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=15407706$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Mei, Guo-Xiong</creatorcontrib><creatorcontrib>Yin, Jian-Hua</creatorcontrib><creatorcontrib>Zai, Jin-Min</creatorcontrib><creatorcontrib>Yin, Zong-Ze</creatorcontrib><creatorcontrib>Ding, Xiao-Li</creatorcontrib><creatorcontrib>Zhu, Guo-Fu</creatorcontrib><creatorcontrib>Chu, Lok Man</creatorcontrib><title>Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method</title><title>International journal for numerical and analytical methods in geomechanics</title><addtitle>Int. J. Numer. Anal. Meth. Geomech</addtitle><description>This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils using a cross‐anisotropic elastic constitutive model. The program is first verified using published results. Then, using this program, the influences of cross‐anisotropy on the immediate settlement, the final settlement, and the consolidation behaviour are investigated by changing one model parameter at one time. The results obtained using the cross‐anisotropic elastic model are compared with results using an isotropic elastic model. It is found that the cross‐anisotropy has very large influences on the immediate settlement, the final settlement, and the consolidation behaviour. Curves or tables of the immediate settlement coefficients, the final settlement coefficients, and the average degree of consolidation are obtained and presented in the paper. These curves or tables can be easily used to estimate the immediate settlement, the final settlement, and the consolidation settlement of a cross‐anisotropic soil. Copyright © 2004 John Wiley & Sons, Ltd.</description><subject>Applied sciences</subject><subject>Biot's consolidation</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>consolidation settlement</subject><subject>cross-anisotropy</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Engineering geology</subject><subject>Exact sciences and technology</subject><subject>final settlement</subject><subject>finite layer analysis</subject><subject>Geotechnics</subject><subject>immediate settlement</subject><subject>Soil investigations. Testing</subject><subject>Stabilization. Consolidation</subject><subject>Structural analysis. 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Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>consolidation settlement</topic><topic>cross-anisotropy</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Engineering geology</topic><topic>Exact sciences and technology</topic><topic>final settlement</topic><topic>finite layer analysis</topic><topic>Geotechnics</topic><topic>immediate settlement</topic><topic>Soil investigations. Testing</topic><topic>Stabilization. Consolidation</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mei, Guo-Xiong</creatorcontrib><creatorcontrib>Yin, Jian-Hua</creatorcontrib><creatorcontrib>Zai, Jin-Min</creatorcontrib><creatorcontrib>Yin, Zong-Ze</creatorcontrib><creatorcontrib>Ding, Xiao-Li</creatorcontrib><creatorcontrib>Zhu, Guo-Fu</creatorcontrib><creatorcontrib>Chu, Lok Man</creatorcontrib><collection>Istex</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mei, Guo-Xiong</au><au>Yin, Jian-Hua</au><au>Zai, Jin-Min</au><au>Yin, Zong-Ze</au><au>Ding, Xiao-Li</au><au>Zhu, Guo-Fu</au><au>Chu, Lok Man</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method</atitle><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle><addtitle>Int. J. Numer. Anal. Meth. Geomech</addtitle><date>2004-02</date><risdate>2004</risdate><volume>28</volume><issue>2</issue><spage>111</spage><epage>129</epage><pages>111-129</pages><issn>0363-9061</issn><eissn>1096-9853</eissn><coden>IJNGDZ</coden><abstract>This paper presents a finite layer procedure for Biot's consolidation analysis of layered soils using a cross‐anisotropic elastic constitutive model. The program is first verified using published results. Then, using this program, the influences of cross‐anisotropy on the immediate settlement, the final settlement, and the consolidation behaviour are investigated by changing one model parameter at one time. The results obtained using the cross‐anisotropic elastic model are compared with results using an isotropic elastic model. It is found that the cross‐anisotropy has very large influences on the immediate settlement, the final settlement, and the consolidation behaviour. Curves or tables of the immediate settlement coefficients, the final settlement coefficients, and the average degree of consolidation are obtained and presented in the paper. These curves or tables can be easily used to estimate the immediate settlement, the final settlement, and the consolidation settlement of a cross‐anisotropic soil. Copyright © 2004 John Wiley & Sons, Ltd.</abstract><cop>Chichester, UK</cop><pub>John Wiley & Sons, Ltd</pub><doi>10.1002/nag.324</doi><tpages>19</tpages></addata></record> |
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| subjects | Applied sciences Biot's consolidation Buildings. Public works Computation methods. Tables. Charts consolidation settlement cross-anisotropy Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology final settlement finite layer analysis Geotechnics immediate settlement Soil investigations. Testing Stabilization. Consolidation Structural analysis. Stresses |
| title | Consolidation analysis of a cross-anisotropic homogeneous elastic soil using a finite layer numerical method |
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