Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement
The composite foundation with sparse piles to control settlement has been used to rapid construction and strict deformation of the structure widely currently, which can enhance the efficient of load transfer and decrease the differential settlement used with the geosynthetic. Considering the confine...
Gespeichert in:
| Veröffentlicht in: | Applied Mechanics and Materials 2012-10, Vol.204-208, p.674-679 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 679 |
|---|---|
| container_issue | |
| container_start_page | 674 |
| container_title | Applied Mechanics and Materials |
| container_volume | 204-208 |
| creator | Yin, Zhi Yong Zheng, Jian Long Zhang, Jun Hui |
| description | The composite foundation with sparse piles to control settlement has been used to rapid construction and strict deformation of the structure widely currently, which can enhance the efficient of load transfer and decrease the differential settlement used with the geosynthetic. Considering the confine of analytical solution and the traditional method with a changeless modulus of geosynthetic and pile, the effects of the height of fill, the elastic modulus of geosynthetic and pile material on the differential settlement, embankment soil arching effect and tensioned membrane effect etc. are investigated using the computer code ABAQUS in this paper. The results indicate that the modulus of geosynthetic and pile has a notable influence on the differential settlement and the arching effect, which should be considered in the design. At the same time, the maximum tension in geosynthetic occurs near the edge of the pile cap. |
| doi_str_mv | 10.4028/www.scientific.net/AMM.204-208.674 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_1442859970</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3102501941</sourcerecordid><originalsourceid>FETCH-LOGICAL-c303t-9cb5a25562c0f960a6dfe258da637ee1ca473dd64cea1a833ce8309274e380dc3</originalsourceid><addsrcrecordid>eNqNkE9LAzEQxYN_QFv9DgvehN1mk2w2e2yrVaFFoXoOMTtLU7abmqQu_famVtCjh2EG5vHmzQ-h2xxnDBMx6vs-89pAF0xjdNZBGI0Xi4xglhIsMl6yE3SZc07SkglyigYU01IUTLDy7HuB04pSfoEG3q8x5ixn4hItx51q9974xDbJBFbq01h3mKd2s7XeBEhmdtfVKhjbJb0Jq2S5Vc5D8mJaSIKNwi442yZLCKGFTcx3hc4b1Xq4_ulD9Da7f50-pvPnh6fpeJ7qGC2klX4vFCkKTjRuKo4VrxsghagVpyVArhUraV1zpkHlSlCqQVBckZIBFbjWdIhujr5bZz924INc252L_3iZM0ZEUVUljqrJUaWd9d5BI7fObJTbyxzLA1kZycpfsjKSlZGsjGRjCRnJRpO7o0lwqvMB9OrPrf_bfAE2vop0</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1442859970</pqid></control><display><type>article</type><title>Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement</title><source>Scientific.net Journals</source><creator>Yin, Zhi Yong ; Zheng, Jian Long ; Zhang, Jun Hui</creator><creatorcontrib>Yin, Zhi Yong ; Zheng, Jian Long ; Zhang, Jun Hui</creatorcontrib><description>The composite foundation with sparse piles to control settlement has been used to rapid construction and strict deformation of the structure widely currently, which can enhance the efficient of load transfer and decrease the differential settlement used with the geosynthetic. Considering the confine of analytical solution and the traditional method with a changeless modulus of geosynthetic and pile, the effects of the height of fill, the elastic modulus of geosynthetic and pile material on the differential settlement, embankment soil arching effect and tensioned membrane effect etc. are investigated using the computer code ABAQUS in this paper. The results indicate that the modulus of geosynthetic and pile has a notable influence on the differential settlement and the arching effect, which should be considered in the design. At the same time, the maximum tension in geosynthetic occurs near the edge of the pile cap.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 3037854847</identifier><identifier>ISBN: 9783037854846</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.204-208.674</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><ispartof>Applied Mechanics and Materials, 2012-10, Vol.204-208, p.674-679</ispartof><rights>2012 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. Oct 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c303t-9cb5a25562c0f960a6dfe258da637ee1ca473dd64cea1a833ce8309274e380dc3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttps://www.scientific.net/Image/TitleCover/1975?width=600</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Yin, Zhi Yong</creatorcontrib><creatorcontrib>Zheng, Jian Long</creatorcontrib><creatorcontrib>Zhang, Jun Hui</creatorcontrib><title>Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement</title><title>Applied Mechanics and Materials</title><description>The composite foundation with sparse piles to control settlement has been used to rapid construction and strict deformation of the structure widely currently, which can enhance the efficient of load transfer and decrease the differential settlement used with the geosynthetic. Considering the confine of analytical solution and the traditional method with a changeless modulus of geosynthetic and pile, the effects of the height of fill, the elastic modulus of geosynthetic and pile material on the differential settlement, embankment soil arching effect and tensioned membrane effect etc. are investigated using the computer code ABAQUS in this paper. The results indicate that the modulus of geosynthetic and pile has a notable influence on the differential settlement and the arching effect, which should be considered in the design. At the same time, the maximum tension in geosynthetic occurs near the edge of the pile cap.</description><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>3037854847</isbn><isbn>9783037854846</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNqNkE9LAzEQxYN_QFv9DgvehN1mk2w2e2yrVaFFoXoOMTtLU7abmqQu_famVtCjh2EG5vHmzQ-h2xxnDBMx6vs-89pAF0xjdNZBGI0Xi4xglhIsMl6yE3SZc07SkglyigYU01IUTLDy7HuB04pSfoEG3q8x5ixn4hItx51q9974xDbJBFbq01h3mKd2s7XeBEhmdtfVKhjbJb0Jq2S5Vc5D8mJaSIKNwi442yZLCKGFTcx3hc4b1Xq4_ulD9Da7f50-pvPnh6fpeJ7qGC2klX4vFCkKTjRuKo4VrxsghagVpyVArhUraV1zpkHlSlCqQVBckZIBFbjWdIhujr5bZz924INc252L_3iZM0ZEUVUljqrJUaWd9d5BI7fObJTbyxzLA1kZycpfsjKSlZGsjGRjCRnJRpO7o0lwqvMB9OrPrf_bfAE2vop0</recordid><startdate>20121001</startdate><enddate>20121001</enddate><creator>Yin, Zhi Yong</creator><creator>Zheng, Jian Long</creator><creator>Zhang, Jun Hui</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20121001</creationdate><title>Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement</title><author>Yin, Zhi Yong ; Zheng, Jian Long ; Zhang, Jun Hui</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c303t-9cb5a25562c0f960a6dfe258da637ee1ca473dd64cea1a833ce8309274e380dc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yin, Zhi Yong</creatorcontrib><creatorcontrib>Zheng, Jian Long</creatorcontrib><creatorcontrib>Zhang, Jun Hui</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Continental Europe Database</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</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>Engineering Collection</collection><jtitle>Applied Mechanics and Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yin, Zhi Yong</au><au>Zheng, Jian Long</au><au>Zhang, Jun Hui</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement</atitle><jtitle>Applied Mechanics and Materials</jtitle><date>2012-10-01</date><risdate>2012</risdate><volume>204-208</volume><spage>674</spage><epage>679</epage><pages>674-679</pages><issn>1660-9336</issn><issn>1662-7482</issn><eissn>1662-7482</eissn><isbn>3037854847</isbn><isbn>9783037854846</isbn><abstract>The composite foundation with sparse piles to control settlement has been used to rapid construction and strict deformation of the structure widely currently, which can enhance the efficient of load transfer and decrease the differential settlement used with the geosynthetic. Considering the confine of analytical solution and the traditional method with a changeless modulus of geosynthetic and pile, the effects of the height of fill, the elastic modulus of geosynthetic and pile material on the differential settlement, embankment soil arching effect and tensioned membrane effect etc. are investigated using the computer code ABAQUS in this paper. The results indicate that the modulus of geosynthetic and pile has a notable influence on the differential settlement and the arching effect, which should be considered in the design. At the same time, the maximum tension in geosynthetic occurs near the edge of the pile cap.</abstract><cop>Zurich</cop><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMM.204-208.674</doi><tpages>6</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1660-9336 |
| ispartof | Applied Mechanics and Materials, 2012-10, Vol.204-208, p.674-679 |
| issn | 1660-9336 1662-7482 1662-7482 |
| language | eng |
| recordid | cdi_proquest_journals_1442859970 |
| source | Scientific.net Journals |
| title | Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-28T17%3A07%3A52IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Analysis%20of%20Behavior%20of%20Composite%20Foundation%20with%20Sparse%20Pile%20to%20Control%20Settlement&rft.jtitle=Applied%20Mechanics%20and%20Materials&rft.au=Yin,%20Zhi%20Yong&rft.date=2012-10-01&rft.volume=204-208&rft.spage=674&rft.epage=679&rft.pages=674-679&rft.issn=1660-9336&rft.eissn=1662-7482&rft.isbn=3037854847&rft.isbn_list=9783037854846&rft_id=info:doi/10.4028/www.scientific.net/AMM.204-208.674&rft_dat=%3Cproquest_cross%3E3102501941%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1442859970&rft_id=info:pmid/&rfr_iscdi=true |