Numerical Study on Soil Width in Quasi-Static Pushover Test of Soil-Underground Structure System
Based on the test results of series quasi-static tests carried out by JSCE Committee, the rationality of the numerical model for quasi-static test of soil-underground structure system was verified. Then a quasi-static pushover test scheme was introduced, the verified numerical model was adopted to s...
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| Veröffentlicht in: | IOP conference series. Earth and environmental science 2021-05, Vol.783 (1), p.12104 |
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| creator | Han, Runbo Xu, Chengshun Du, Xiuli Zhang, Zihong |
| description | Based on the test results of series quasi-static tests carried out by JSCE Committee, the rationality of the numerical model for quasi-static test of soil-underground structure system was verified. Then a quasi-static pushover test scheme was introduced, the verified numerical model was adopted to study the reasonable range of soil width in the quasi-static pushover test of soil-underground structure system. The results indicated that for this quasi-static pushover test scheme, when α (α is the ratio of the distance from boundary to the model structure to the model structure’s width) is 0.5 to 1.2, error of the seismic capacity of the key structural components obtained by the test method is relatively small. |
| doi_str_mv | 10.1088/1755-1315/783/1/012104 |
| format | Article |
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Then a quasi-static pushover test scheme was introduced, the verified numerical model was adopted to study the reasonable range of soil width in the quasi-static pushover test of soil-underground structure system. The results indicated that for this quasi-static pushover test scheme, when α (α is the ratio of the distance from boundary to the model structure to the model structure’s width) is 0.5 to 1.2, error of the seismic capacity of the key structural components obtained by the test method is relatively small.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/783/1/012104</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Mathematical models ; Model testing ; Numerical models ; Soil structure ; Soil testing ; Soils ; Static tests ; Underground structures</subject><ispartof>IOP conference series. 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The results indicated that for this quasi-static pushover test scheme, when α (α is the ratio of the distance from boundary to the model structure to the model structure’s width) is 0.5 to 1.2, error of the seismic capacity of the key structural components obtained by the test method is relatively small.</description><subject>Mathematical models</subject><subject>Model testing</subject><subject>Numerical models</subject><subject>Soil structure</subject><subject>Soil testing</subject><subject>Soils</subject><subject>Static tests</subject><subject>Underground structures</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</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>eNqFkFtLwzAYhosoOKd_QQLeeFObpGnTXsqYBxge6IaXsc3BZWzNTBph_97UykQQvMoHed7nS94oOkfwCsGiSBDNshilKEtokSYogQgjSA6i0f7icD9DehydOLeCMKckLUfR64PfSKt5vQZV58UOmBZURq_BixbdEugWPPva6bjq6k5z8OTd0nxIC-bSdcCoLzZetELaN2t8K4LFet55K0G1c53cnEZHql47efZ9jqPFzXQ-uYtnj7f3k-tZzHFekjglaaFSBXPFBc4hpQ0mWZNTxamgZU0aSmBWNlBkBPMSZYggWtNGFoXCRISPj6OLwbu15t2H17GV8bYNKxnOCCxQnwlUPlDcGuesVGxr9aa2O4Yg69tkfVGsL40FKUNsaDMEL4egNtsf83Ra_cLYVqiA4j_Qf_yf2oyCmA</recordid><startdate>20210501</startdate><enddate>20210501</enddate><creator>Han, Runbo</creator><creator>Xu, Chengshun</creator><creator>Du, Xiuli</creator><creator>Zhang, Zihong</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</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>20210501</creationdate><title>Numerical Study on Soil Width in Quasi-Static Pushover Test of Soil-Underground Structure System</title><author>Han, Runbo ; Xu, Chengshun ; Du, Xiuli ; Zhang, Zihong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2694-3438f3f06fcd26077b245b67fc7d79a4b74059b0d542c9151417a7be88f24d783</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Mathematical models</topic><topic>Model testing</topic><topic>Numerical models</topic><topic>Soil structure</topic><topic>Soil testing</topic><topic>Soils</topic><topic>Static tests</topic><topic>Underground structures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Han, Runbo</creatorcontrib><creatorcontrib>Xu, Chengshun</creatorcontrib><creatorcontrib>Du, Xiuli</creatorcontrib><creatorcontrib>Zhang, Zihong</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</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 (ProQuest)</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>Han, Runbo</au><au>Xu, Chengshun</au><au>Du, Xiuli</au><au>Zhang, Zihong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical Study on Soil Width in Quasi-Static Pushover Test of Soil-Underground Structure System</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2021-05-01</date><risdate>2021</risdate><volume>783</volume><issue>1</issue><spage>12104</spage><pages>12104-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>Based on the test results of series quasi-static tests carried out by JSCE Committee, the rationality of the numerical model for quasi-static test of soil-underground structure system was verified. 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| subjects | Mathematical models Model testing Numerical models Soil structure Soil testing Soils Static tests Underground structures |
| title | Numerical Study on Soil Width in Quasi-Static Pushover Test of Soil-Underground Structure System |
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