A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section
In this paper, a series of well-calibrated finite-element analyses are performed to quantify the influence of the geometry of cross section on the load transfer mechanism of X-section Cast-in-place Concrete (XCC) pile under lateral load, aiming to propose a lateral soil resistance model for XCC pile...
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| Veröffentlicht in: | Acta geotechnica 2022-10, Vol.17 (10), p.4681-4697 |
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| creator | Zhou, Peng Liu, Hanlong Zhou, Hang Cao, Guangwei Ding, Xuanming |
| description | In this paper, a series of well-calibrated finite-element analyses are performed to quantify the influence of the geometry of cross section on the load transfer mechanism of X-section Cast-in-place Concrete (XCC) pile under lateral load, aiming to propose a lateral soil resistance model for XCC pile in soft clay. Based on the results of the numerical parametric analysis, the failure mechanism of soil flow and the ultimate lateral soil pressure are investigated to reveal the underlying mechanism that controls the cross-section geometry-dependency response. Finally, a general
p-y
formula for XCC pile, which can well capture the lateral behavior of XCC pile considering the various cross section geometries, is developed. In addition, compared with the traditional circular cross section pile with the same area, the XCC pile is more effective in terms of resistance to lateral load. |
| doi_str_mv | 10.1007/s11440-022-01510-y |
| format | Article |
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p-y
formula for XCC pile, which can well capture the lateral behavior of XCC pile considering the various cross section geometries, is developed. In addition, compared with the traditional circular cross section pile with the same area, the XCC pile is more effective in terms of resistance to lateral load.</description><identifier>ISSN: 1861-1125</identifier><identifier>EISSN: 1861-1133</identifier><identifier>DOI: 10.1007/s11440-022-01510-y</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Absorption cross sections ; Cast in place ; Civil engineering ; Clay ; Complex Fluids and Microfluidics ; Concrete ; Dimensional analysis ; Earth pressure ; Engineering ; Failure analysis ; Failure mechanisms ; Finite element method ; Foundations ; Geoengineering ; Geometry ; Geotechnical Engineering & Applied Earth Sciences ; Hydraulics ; Investigations ; Lateral loads ; Load transfer ; Mathematical models ; Parametric analysis ; Piles ; Research Paper ; Series (mathematics) ; Soft and Granular Matter ; Soft clay ; Soil ; Soil investigations ; Soil resistance ; Soil Science & Conservation ; Solid Mechanics</subject><ispartof>Acta geotechnica, 2022-10, Vol.17 (10), p.4681-4697</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022</rights><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a342t-5bb90465bf0a6b64e8fdf40a798f94a7bc7cd25da8699283571ece9542dd2ea93</citedby><cites>FETCH-LOGICAL-a342t-5bb90465bf0a6b64e8fdf40a798f94a7bc7cd25da8699283571ece9542dd2ea93</cites><orcidid>0000-0001-7243-878X</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/s11440-022-01510-y$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11440-022-01510-y$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>315,781,785,27929,27930,41493,42562,51324</link.rule.ids></links><search><creatorcontrib>Zhou, Peng</creatorcontrib><creatorcontrib>Liu, Hanlong</creatorcontrib><creatorcontrib>Zhou, Hang</creatorcontrib><creatorcontrib>Cao, Guangwei</creatorcontrib><creatorcontrib>Ding, Xuanming</creatorcontrib><title>A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section</title><title>Acta geotechnica</title><addtitle>Acta Geotech</addtitle><description>In this paper, a series of well-calibrated finite-element analyses are performed to quantify the influence of the geometry of cross section on the load transfer mechanism of X-section Cast-in-place Concrete (XCC) pile under lateral load, aiming to propose a lateral soil resistance model for XCC pile in soft clay. Based on the results of the numerical parametric analysis, the failure mechanism of soil flow and the ultimate lateral soil pressure are investigated to reveal the underlying mechanism that controls the cross-section geometry-dependency response. Finally, a general
p-y
formula for XCC pile, which can well capture the lateral behavior of XCC pile considering the various cross section geometries, is developed. In addition, compared with the traditional circular cross section pile with the same area, the XCC pile is more effective in terms of resistance to lateral load.</description><subject>Absorption cross sections</subject><subject>Cast in place</subject><subject>Civil engineering</subject><subject>Clay</subject><subject>Complex Fluids and Microfluidics</subject><subject>Concrete</subject><subject>Dimensional analysis</subject><subject>Earth pressure</subject><subject>Engineering</subject><subject>Failure analysis</subject><subject>Failure mechanisms</subject><subject>Finite element method</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geometry</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydraulics</subject><subject>Investigations</subject><subject>Lateral loads</subject><subject>Load transfer</subject><subject>Mathematical models</subject><subject>Parametric analysis</subject><subject>Piles</subject><subject>Research Paper</subject><subject>Series (mathematics)</subject><subject>Soft and Granular Matter</subject><subject>Soft clay</subject><subject>Soil</subject><subject>Soil investigations</subject><subject>Soil resistance</subject><subject>Soil Science & Conservation</subject><subject>Solid Mechanics</subject><issn>1861-1125</issn><issn>1861-1133</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9UMtOwzAQtBBIlMIPcLLEOeBXnORYRbykSlxA4mY5zrq4SuPUdg_5e9IGwY3T7mhnZncHoVtK7ikhxUOkVAiSEcYyQnNKsvEMLWgpaUYp5-e_Pcsv0VWMW0IkZ0Iu0H6FO50g6A5H7zocILqYdG8A73wLHbY-4M-6xoPrALt-YtmETadHbHwfXQvB9RucvgCDtWAS9vaENuB3kMJ4xCb4GHGcps731-jC6i7CzU9doo-nx_f6JVu_Pb_Wq3WmuWApy5umIkLmjSVaNlJAaVsriC6q0lZCF40pTMvyVpeyqljJ84KCgSoXrG0Z6Iov0d3sOwS_P0BMausPoZ9WKlYwJknJKzax2Mw63RjAqiG4nQ6jokQdo1VztGqKVp2iVeMk4rMoDsfvIfxZ_6P6BrsefVI</recordid><startdate>20221001</startdate><enddate>20221001</enddate><creator>Zhou, Peng</creator><creator>Liu, Hanlong</creator><creator>Zhou, Hang</creator><creator>Cao, Guangwei</creator><creator>Ding, Xuanming</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</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>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0001-7243-878X</orcidid></search><sort><creationdate>20221001</creationdate><title>A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section</title><author>Zhou, Peng ; Liu, Hanlong ; Zhou, Hang ; Cao, Guangwei ; Ding, Xuanming</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-5bb90465bf0a6b64e8fdf40a798f94a7bc7cd25da8699283571ece9542dd2ea93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Absorption cross sections</topic><topic>Cast in place</topic><topic>Civil engineering</topic><topic>Clay</topic><topic>Complex Fluids and Microfluidics</topic><topic>Concrete</topic><topic>Dimensional analysis</topic><topic>Earth pressure</topic><topic>Engineering</topic><topic>Failure analysis</topic><topic>Failure mechanisms</topic><topic>Finite element method</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Geometry</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydraulics</topic><topic>Investigations</topic><topic>Lateral loads</topic><topic>Load transfer</topic><topic>Mathematical models</topic><topic>Parametric analysis</topic><topic>Piles</topic><topic>Research Paper</topic><topic>Series (mathematics)</topic><topic>Soft and Granular Matter</topic><topic>Soft clay</topic><topic>Soil</topic><topic>Soil investigations</topic><topic>Soil resistance</topic><topic>Soil Science & Conservation</topic><topic>Solid Mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhou, Peng</creatorcontrib><creatorcontrib>Liu, Hanlong</creatorcontrib><creatorcontrib>Zhou, Hang</creatorcontrib><creatorcontrib>Cao, Guangwei</creatorcontrib><creatorcontrib>Ding, Xuanming</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</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>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</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><collection>ProQuest Central Basic</collection><jtitle>Acta geotechnica</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhou, Peng</au><au>Liu, Hanlong</au><au>Zhou, Hang</au><au>Cao, Guangwei</au><au>Ding, Xuanming</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section</atitle><jtitle>Acta geotechnica</jtitle><stitle>Acta Geotech</stitle><date>2022-10-01</date><risdate>2022</risdate><volume>17</volume><issue>10</issue><spage>4681</spage><epage>4697</epage><pages>4681-4697</pages><issn>1861-1125</issn><eissn>1861-1133</eissn><abstract>In this paper, a series of well-calibrated finite-element analyses are performed to quantify the influence of the geometry of cross section on the load transfer mechanism of X-section Cast-in-place Concrete (XCC) pile under lateral load, aiming to propose a lateral soil resistance model for XCC pile in soft clay. Based on the results of the numerical parametric analysis, the failure mechanism of soil flow and the ultimate lateral soil pressure are investigated to reveal the underlying mechanism that controls the cross-section geometry-dependency response. Finally, a general
p-y
formula for XCC pile, which can well capture the lateral behavior of XCC pile considering the various cross section geometries, is developed. In addition, compared with the traditional circular cross section pile with the same area, the XCC pile is more effective in terms of resistance to lateral load.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s11440-022-01510-y</doi><tpages>17</tpages><orcidid>https://orcid.org/0000-0001-7243-878X</orcidid></addata></record> |
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| subjects | Absorption cross sections Cast in place Civil engineering Clay Complex Fluids and Microfluidics Concrete Dimensional analysis Earth pressure Engineering Failure analysis Failure mechanisms Finite element method Foundations Geoengineering Geometry Geotechnical Engineering & Applied Earth Sciences Hydraulics Investigations Lateral loads Load transfer Mathematical models Parametric analysis Piles Research Paper Series (mathematics) Soft and Granular Matter Soft clay Soil Soil investigations Soil resistance Soil Science & Conservation Solid Mechanics |
| title | A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section |
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