Numerical analysis on the behavior of suction anchor under partial drained conditions
The vertical bearing capacity of the suction anchors is closely related to the loading rate. The loading rate is a critical parameter. In this study, ABAQUS was used to perform a numerical analysis of the behavior of suction anchors under partially drained conditions, considering the passive suction...
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| creator | Mu, Linlong Zhou, Tao Huang, Maosong |
| description | The vertical bearing capacity of the suction anchors is closely related to the loading rate. The loading rate is a critical parameter. In this study, ABAQUS was used to perform a numerical analysis of the behavior of suction anchors under partially drained conditions, considering the passive suction generated by the soil, which is the main feature during the uplift process of suction anchors. The results indicated that the suction anchor gradually moved from the drained condition to the undrained condition with an increase in the normalized rate
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. When 0.1<
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| doi_str_mv | 10.1088/1755-1315/1332/1/012007 |
| format | Article |
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V
. When 0.1<
V
<47, it is partially drained, and the uplift force and negative pressure inside the anchor are more sensitive to the loading rate at this stage.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/1332/1/012007</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Bearing capacity ; Finite element method ; Load distribution ; Loading rate ; Numerical analysis ; Parameter sensitivity ; Soil analysis ; Soil suction ; Uplift ; Vertical loads</subject><ispartof>IOP conference series. Earth and environmental science, 2024-05, Vol.1332 (1), p.12007</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><cites>FETCH-LOGICAL-c288t-2f7d0b0d106319528f046b8b6fccd300d18d60ee8a1e904355e3921b7c6391b03</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1755-1315/1332/1/012007/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,780,784,27922,27923,38866,38888,53838,53865</link.rule.ids></links><search><creatorcontrib>Mu, Linlong</creatorcontrib><creatorcontrib>Zhou, Tao</creatorcontrib><creatorcontrib>Huang, Maosong</creatorcontrib><title>Numerical analysis on the behavior of suction anchor under partial drained conditions</title><title>IOP conference series. Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>The vertical bearing capacity of the suction anchors is closely related to the loading rate. The loading rate is a critical parameter. In this study, ABAQUS was used to perform a numerical analysis of the behavior of suction anchors under partially drained conditions, considering the passive suction generated by the soil, which is the main feature during the uplift process of suction anchors. The results indicated that the suction anchor gradually moved from the drained condition to the undrained condition with an increase in the normalized rate
V
. When 0.1<
V
<47, it is partially drained, and the uplift force and negative pressure inside the anchor are more sensitive to the loading rate at this stage.</description><subject>Bearing capacity</subject><subject>Finite element method</subject><subject>Load distribution</subject><subject>Loading rate</subject><subject>Numerical analysis</subject><subject>Parameter sensitivity</subject><subject>Soil analysis</subject><subject>Soil suction</subject><subject>Uplift</subject><subject>Vertical loads</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</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-BgOePNROmm2THmWpH7DoQfcc0iRls-w2NWmF_femVFYEwdMMM887IQ9C1wTuCHCeEpbnCaEkTwmlWUpSIBkAO0Gz4-b02AM7RxchbAEKtqDlDK1fhr3xVskdlq3cHYIN2LW43xhcm438tM5j1-AwqN7GuWzVJk6GVhuPO-l7G4PaS9sajZVrtR2xcInOGrkL5uq7ztH6oXpfPiWr18fn5f0qURnnfZI1TEMNmkBBSZlnvIFFUfO6aJTSFOKC6wKM4ZKYEhY0zw0tM1IzVdCS1EDn6Ga623n3MZjQi60bfPxHEBRyzjiLhiLFJkp5F4I3jei83Ut_EATE6FCMdsRoSowOBRGTw5i8nZLWdT-nq-rtNyc63USW_sH-98IXN5mARA</recordid><startdate>20240501</startdate><enddate>20240501</enddate><creator>Mu, Linlong</creator><creator>Zhou, Tao</creator><creator>Huang, Maosong</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>20240501</creationdate><title>Numerical analysis on the behavior of suction anchor under partial drained conditions</title><author>Mu, Linlong ; Zhou, Tao ; Huang, Maosong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c288t-2f7d0b0d106319528f046b8b6fccd300d18d60ee8a1e904355e3921b7c6391b03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Bearing capacity</topic><topic>Finite element method</topic><topic>Load distribution</topic><topic>Loading rate</topic><topic>Numerical analysis</topic><topic>Parameter sensitivity</topic><topic>Soil analysis</topic><topic>Soil suction</topic><topic>Uplift</topic><topic>Vertical loads</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mu, Linlong</creatorcontrib><creatorcontrib>Zhou, Tao</creatorcontrib><creatorcontrib>Huang, Maosong</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</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>Mu, Linlong</au><au>Zhou, Tao</au><au>Huang, Maosong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical analysis on the behavior of suction anchor under partial drained conditions</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2024-05-01</date><risdate>2024</risdate><volume>1332</volume><issue>1</issue><spage>12007</spage><pages>12007-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>The vertical bearing capacity of the suction anchors is closely related to the loading rate. The loading rate is a critical parameter. In this study, ABAQUS was used to perform a numerical analysis of the behavior of suction anchors under partially drained conditions, considering the passive suction generated by the soil, which is the main feature during the uplift process of suction anchors. The results indicated that the suction anchor gradually moved from the drained condition to the undrained condition with an increase in the normalized rate
V
. When 0.1<
V
<47, it is partially drained, and the uplift force and negative pressure inside the anchor are more sensitive to the loading rate at this stage.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/1332/1/012007</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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| source | IOP Publishing Free Content; Institute of Physics IOPscience extra; EZB-FREE-00999 freely available EZB journals |
| subjects | Bearing capacity Finite element method Load distribution Loading rate Numerical analysis Parameter sensitivity Soil analysis Soil suction Uplift Vertical loads |
| title | Numerical analysis on the behavior of suction anchor under partial drained conditions |
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