EFFECT OF INPUT WAVE ON SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL
Shaking table tests are conducted to investigate an influence of input wave forms and these maximum acceleration levels on lateral ground force acting on a pile, namely, subgrade reaction in liquefied soil. It is shown that (1) The subgrade reaction mainly acts on a pile as a reaction force before s...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2005/08/30, Vol.70(594), pp.93-100 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
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| creator | SUZUKI, Yasutsugu ADACHI, Naohito |
| description | Shaking table tests are conducted to investigate an influence of input wave forms and these maximum acceleration levels on lateral ground force acting on a pile, namely, subgrade reaction in liquefied soil. It is shown that (1) The subgrade reaction mainly acts on a pile as a reaction force before soil liquefaction, and as an external force during soil liquefaction; (2) The pile stresses and displacement under the Port Island wave are larger than those under the Rinkai wave after soil liquefaction; (3) The maximum total subgrade reaction and the maximum inertia force of building act on the pile with a phase delay. |
| doi_str_mv | 10.3130/aijs.70.93_3 |
| format | Article |
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It is shown that (1) The subgrade reaction mainly acts on a pile as a reaction force before soil liquefaction, and as an external force during soil liquefaction; (2) The pile stresses and displacement under the Port Island wave are larger than those under the Rinkai wave after soil liquefaction; (3) The maximum total subgrade reaction and the maximum inertia force of building act on the pile with a phase delay.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.70.93_3</identifier><language>eng ; jpn</language><publisher>Architectural Institute of Japan</publisher><subject>Inertia force ; Input wave ; Liquefaction ; Pile foundation ; Shaking table test ; Subgrade reaction</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2005/08/30, Vol.70(594), pp.93-100</ispartof><rights>2005 Architectural Institute of Japan</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2163-7ec4d6793b794fb2921d84fa38c3fbbf9862c89d22357c415b761c99c31fb3d3</citedby><cites>FETCH-LOGICAL-c2163-7ec4d6793b794fb2921d84fa38c3fbbf9862c89d22357c415b761c99c31fb3d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1876,27903,27904</link.rule.ids></links><search><creatorcontrib>SUZUKI, Yasutsugu</creatorcontrib><creatorcontrib>ADACHI, Naohito</creatorcontrib><title>EFFECT OF INPUT WAVE ON SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. Struct. Constr. Eng.</addtitle><description>Shaking table tests are conducted to investigate an influence of input wave forms and these maximum acceleration levels on lateral ground force acting on a pile, namely, subgrade reaction in liquefied soil. It is shown that (1) The subgrade reaction mainly acts on a pile as a reaction force before soil liquefaction, and as an external force during soil liquefaction; (2) The pile stresses and displacement under the Port Island wave are larger than those under the Rinkai wave after soil liquefaction; (3) The maximum total subgrade reaction and the maximum inertia force of building act on the pile with a phase delay.</description><subject>Inertia force</subject><subject>Input wave</subject><subject>Liquefaction</subject><subject>Pile foundation</subject><subject>Shaking table test</subject><subject>Subgrade reaction</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2005</creationdate><recordtype>article</recordtype><recordid>eNo90LtOwzAUBuAIgUQpbDyAJyZSfEtsjyE4JSVqSpvCaDmOA6l6I24H3p5ERT3Lf3T06Qy_590jOCKIwCfdrNyIwZEgilx4A8Q58jkKyGW3Ewp9iiG-9m6cW0EYUhGigRfLJJFxAfIEpNPZsgCf0YcE-RQsls_jefQiwVxGcZF2l47M0kx2DmTp-1ImqXwBizzNbr2rWq-dvfvPoVcksohf_Swfp3GU-QajkPjMGlqFTJCSCVqXWGBUcVprwg2py7IWPMSGiwpjEjBDUVCyEBkhDEF1SSoy9B5Ob_ft7udo3UFtGmfseq23dnd0CvMABYziDj6eoGl3zrW2Vvu22ej2VyGo-qJUX5RiUPVFdXxy4it30F_2jHV7aMzannEgaB9vE9gNJQJzxs_IfOtW2S35A_-Sbk8</recordid><startdate>20050830</startdate><enddate>20050830</enddate><creator>SUZUKI, Yasutsugu</creator><creator>ADACHI, Naohito</creator><general>Architectural Institute of Japan</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20050830</creationdate><title>EFFECT OF INPUT WAVE ON SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL</title><author>SUZUKI, Yasutsugu ; ADACHI, Naohito</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2163-7ec4d6793b794fb2921d84fa38c3fbbf9862c89d22357c415b761c99c31fb3d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2005</creationdate><topic>Inertia force</topic><topic>Input wave</topic><topic>Liquefaction</topic><topic>Pile foundation</topic><topic>Shaking table test</topic><topic>Subgrade reaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>SUZUKI, Yasutsugu</creatorcontrib><creatorcontrib>ADACHI, Naohito</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>SUZUKI, Yasutsugu</au><au>ADACHI, Naohito</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>EFFECT OF INPUT WAVE ON SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2005-08-30</date><risdate>2005</risdate><volume>70</volume><issue>594</issue><spage>93</spage><epage>100</epage><pages>93-100</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>Shaking table tests are conducted to investigate an influence of input wave forms and these maximum acceleration levels on lateral ground force acting on a pile, namely, subgrade reaction in liquefied soil. It is shown that (1) The subgrade reaction mainly acts on a pile as a reaction force before soil liquefaction, and as an external force during soil liquefaction; (2) The pile stresses and displacement under the Port Island wave are larger than those under the Rinkai wave after soil liquefaction; (3) The maximum total subgrade reaction and the maximum inertia force of building act on the pile with a phase delay.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.70.93_3</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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| identifier | ISSN: 1340-4202 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2005/08/30, Vol.70(594), pp.93-100 |
| issn | 1340-4202 1881-8153 |
| language | eng ; jpn |
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| source | J-STAGE Free |
| subjects | Inertia force Input wave Liquefaction Pile foundation Shaking table test Subgrade reaction |
| title | EFFECT OF INPUT WAVE ON SUBGRADE REACTION OF PILE IN LIQUEFIED SOIL |
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