Effect analysis on long-short pile combined with reinforcement in passive zone in deep soft soil excavation
The article introduces long-short pile combined with reinforcement in passive zone support structure about some project in detail and analyzes mechanism of the support briefly. The influence of long-short pile and reinforcement in passive zone on deformation of support pile, overall stability of exc...
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Veröffentlicht in: | IOP conference series. Earth and environmental science 2019-03, Vol.242 (6), p.62052 |
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creator | Li, Song Yao, Aiguo Ma, Yun Zhu, Jia Ni, Xin Yi, Lili Dong, Qian |
description | The article introduces long-short pile combined with reinforcement in passive zone support structure about some project in detail and analyzes mechanism of the support briefly. The influence of long-short pile and reinforcement in passive zone on deformation of support pile, overall stability of excavation, moment of support pile is analyzed by using finite element method. The results show: compared to no reinforcement, the maximum horizontal displacement of support pile is significantly reduced after reinforcement in passive zone, and overall stability safety factor of excavation has a more substantial increase; After setting a certain amount of reinforcement mass, there has a little effect on maximum horizontal displacement of support pile by using short pile, long-short pile and long pile, but it is minimal by using short pile; The setting of long pile is beneficial to improve the overall stability safety factor of excavation, but whether the passive zone reinforces or not has a greater impact on the stability of excavation; When the parameters of reinforcement mass reach a certain range, the parameters of reinforcement mass has little effect on the maximum horizontal displacement of support pile, but it has a certain role in improving the overall stability safety factor of excavation; The height of reinforcement mass has a great influence on the moment of support pile, but the form and width of reinforcement mass have little effect on the moment of support pile. |
doi_str_mv | 10.1088/1755-1315/242/6/062052 |
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The influence of long-short pile and reinforcement in passive zone on deformation of support pile, overall stability of excavation, moment of support pile is analyzed by using finite element method. The results show: compared to no reinforcement, the maximum horizontal displacement of support pile is significantly reduced after reinforcement in passive zone, and overall stability safety factor of excavation has a more substantial increase; After setting a certain amount of reinforcement mass, there has a little effect on maximum horizontal displacement of support pile by using short pile, long-short pile and long pile, but it is minimal by using short pile; The setting of long pile is beneficial to improve the overall stability safety factor of excavation, but whether the passive zone reinforces or not has a greater impact on the stability of excavation; When the parameters of reinforcement mass reach a certain range, the parameters of reinforcement mass has little effect on the maximum horizontal displacement of support pile, but it has a certain role in improving the overall stability safety factor of excavation; The height of reinforcement mass has a great influence on the moment of support pile, but the form and width of reinforcement mass have little effect on the moment of support pile.</description><identifier>ISSN: 1755-1307</identifier><identifier>ISSN: 1755-1315</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/242/6/062052</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Displacement ; Excavation ; Finite element method ; Parameters ; Reinforcement ; Safety ; Safety factors ; Stability analysis</subject><ispartof>IOP conference series. Earth and environmental science, 2019-03, Vol.242 (6), p.62052</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1755-1315/242/6/062052/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,780,784,27924,27925,38868,38890,53840,53867</link.rule.ids></links><search><creatorcontrib>Li, Song</creatorcontrib><creatorcontrib>Yao, Aiguo</creatorcontrib><creatorcontrib>Ma, Yun</creatorcontrib><creatorcontrib>Zhu, Jia</creatorcontrib><creatorcontrib>Ni, Xin</creatorcontrib><creatorcontrib>Yi, Lili</creatorcontrib><creatorcontrib>Dong, Qian</creatorcontrib><title>Effect analysis on long-short pile combined with reinforcement in passive zone in deep soft soil excavation</title><title>IOP conference series. Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>The article introduces long-short pile combined with reinforcement in passive zone support structure about some project in detail and analyzes mechanism of the support briefly. The influence of long-short pile and reinforcement in passive zone on deformation of support pile, overall stability of excavation, moment of support pile is analyzed by using finite element method. The results show: compared to no reinforcement, the maximum horizontal displacement of support pile is significantly reduced after reinforcement in passive zone, and overall stability safety factor of excavation has a more substantial increase; After setting a certain amount of reinforcement mass, there has a little effect on maximum horizontal displacement of support pile by using short pile, long-short pile and long pile, but it is minimal by using short pile; The setting of long pile is beneficial to improve the overall stability safety factor of excavation, but whether the passive zone reinforces or not has a greater impact on the stability of excavation; When the parameters of reinforcement mass reach a certain range, the parameters of reinforcement mass has little effect on the maximum horizontal displacement of support pile, but it has a certain role in improving the overall stability safety factor of excavation; The height of reinforcement mass has a great influence on the moment of support pile, but the form and width of reinforcement mass have little effect on the moment of support pile.</description><subject>Displacement</subject><subject>Excavation</subject><subject>Finite element method</subject><subject>Parameters</subject><subject>Reinforcement</subject><subject>Safety</subject><subject>Safety factors</subject><subject>Stability analysis</subject><issn>1755-1307</issn><issn>1755-1315</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkE1LxDAQhoMouK7-BQl48VI3H23aHmWpH7DgQT2HtJ24WbtJTbqr66-3pbIiCF4yGeZ9BuZB6JySK0qybEbTJIkop8mMxWwmZkQwkrADNNkPDvd_kh6jkxBWhIg05vkEvRZaQ9VhZVWzCyZgZ3Hj7EsUls53uDUN4MqtS2Ohxu-mW2IPxmrnK1iD7bCxuFUhmC3gT2dh6GuAFgenu_4xDYaPSm1VZ5w9RUdaNQHOvusUPd8UT_O7aPFwez-_XkQVJxmL6hRonItYCyA8yXWleZnTuGSMxCSnrFJa5LVgSX9CqVLGswSAl1rVWZ3UWvApuhj3tt69bSB0cuU2vj8wSJaKHsjjmPcpMaYq70LwoGXrzVr5naREDmLl4EwO_mQvVgo5iu1BNoLGtT-b_4Uu_4CK4vFXTLa15l_9WogW</recordid><startdate>20190301</startdate><enddate>20190301</enddate><creator>Li, Song</creator><creator>Yao, Aiguo</creator><creator>Ma, Yun</creator><creator>Zhu, Jia</creator><creator>Ni, Xin</creator><creator>Yi, Lili</creator><creator>Dong, Qian</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20190301</creationdate><title>Effect analysis on long-short pile combined with reinforcement in passive zone in deep soft soil excavation</title><author>Li, Song ; Yao, Aiguo ; Ma, Yun ; Zhu, Jia ; Ni, Xin ; Yi, Lili ; Dong, Qian</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3082-d7e14964f6e0359fcf3b914b22040912caf69d625674ba72385ee3bfad8d5df63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Displacement</topic><topic>Excavation</topic><topic>Finite element method</topic><topic>Parameters</topic><topic>Reinforcement</topic><topic>Safety</topic><topic>Safety factors</topic><topic>Stability analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Song</creatorcontrib><creatorcontrib>Yao, Aiguo</creatorcontrib><creatorcontrib>Ma, Yun</creatorcontrib><creatorcontrib>Zhu, Jia</creatorcontrib><creatorcontrib>Ni, Xin</creatorcontrib><creatorcontrib>Yi, Lili</creatorcontrib><creatorcontrib>Dong, Qian</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content 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>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Song</au><au>Yao, Aiguo</au><au>Ma, Yun</au><au>Zhu, Jia</au><au>Ni, Xin</au><au>Yi, Lili</au><au>Dong, Qian</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect analysis on long-short pile combined with reinforcement in passive zone in deep soft soil excavation</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2019-03-01</date><risdate>2019</risdate><volume>242</volume><issue>6</issue><spage>62052</spage><pages>62052-</pages><issn>1755-1307</issn><issn>1755-1315</issn><eissn>1755-1315</eissn><abstract>The article introduces long-short pile combined with reinforcement in passive zone support structure about some project in detail and analyzes mechanism of the support briefly. The influence of long-short pile and reinforcement in passive zone on deformation of support pile, overall stability of excavation, moment of support pile is analyzed by using finite element method. The results show: compared to no reinforcement, the maximum horizontal displacement of support pile is significantly reduced after reinforcement in passive zone, and overall stability safety factor of excavation has a more substantial increase; After setting a certain amount of reinforcement mass, there has a little effect on maximum horizontal displacement of support pile by using short pile, long-short pile and long pile, but it is minimal by using short pile; The setting of long pile is beneficial to improve the overall stability safety factor of excavation, but whether the passive zone reinforces or not has a greater impact on the stability of excavation; When the parameters of reinforcement mass reach a certain range, the parameters of reinforcement mass has little effect on the maximum horizontal displacement of support pile, but it has a certain role in improving the overall stability safety factor of excavation; The height of reinforcement mass has a great influence on the moment of support pile, but the form and width of reinforcement mass have little effect on the moment of support pile.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/242/6/062052</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Displacement Excavation Finite element method Parameters Reinforcement Safety Safety factors Stability analysis |
title | Effect analysis on long-short pile combined with reinforcement in passive zone in deep soft soil excavation |
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