Evaluation of sheet pile-ring countermeasure against liquefaction for oil tank site
The evaluation of a countermeasure against liquefaction which uses a sheet pilering for oil tank sites is presented. The simulation of earthquake responses observed at tank sites with and without sheet pile-ring is first performed to validate the three-dimensional finite element numerical model. Usi...
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| Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 1996-08, Vol.15 (6), p.369-379 |
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| container_title | Soil dynamics and earthquake engineering (1984) |
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| creator | Zheng, Jingzhe Suzuki, Kiichi Ohbo, Naoto Prevost, J.H. |
| description | The evaluation of a countermeasure against liquefaction which uses a sheet pilering for oil tank sites is presented. The simulation of earthquake responses observed at tank sites with and without sheet pile-ring is first performed to validate the three-dimensional finite element numerical model. Using the numerical model, liquefaction analysis is performed and the excess pore water pressure generated in the soil and the settlement of tank are investigated. The comparison of two- and three-dimensional models is also conducted to assess the applicability of two-dimensional analysis. The results show that the numerical model could simulate the observed earthquake responses of tank-ring-soil system, and that the excess pore water pressure and the settlement of the tank could be significantly reduced using a sheet pile-ring. The two-dimensional analysis proves to be capable of representing the main features of the dynamic response of the three-dimensional tank-ring-soil system. |
| doi_str_mv | 10.1016/0267-7261(96)00015-2 |
| format | Article |
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The simulation of earthquake responses observed at tank sites with and without sheet pile-ring is first performed to validate the three-dimensional finite element numerical model. Using the numerical model, liquefaction analysis is performed and the excess pore water pressure generated in the soil and the settlement of tank are investigated. The comparison of two- and three-dimensional models is also conducted to assess the applicability of two-dimensional analysis. The results show that the numerical model could simulate the observed earthquake responses of tank-ring-soil system, and that the excess pore water pressure and the settlement of the tank could be significantly reduced using a sheet pile-ring. The two-dimensional analysis proves to be capable of representing the main features of the dynamic response of the three-dimensional tank-ring-soil system.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/0267-7261(96)00015-2</identifier><identifier>CODEN: SDEEEJ</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; countermeasure ; Crude oil, natural gas and petroleum products ; earthquake observation ; Earthquakes ; Energy ; Exact sciences and technology ; finite element analysis ; Fuels ; Geotechnics ; liquefaction ; Q1 ; Seismology ; Storage of liquid petroleum products and other liquids. Tanks. Metering. Underground storage. 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The simulation of earthquake responses observed at tank sites with and without sheet pile-ring is first performed to validate the three-dimensional finite element numerical model. Using the numerical model, liquefaction analysis is performed and the excess pore water pressure generated in the soil and the settlement of tank are investigated. The comparison of two- and three-dimensional models is also conducted to assess the applicability of two-dimensional analysis. The results show that the numerical model could simulate the observed earthquake responses of tank-ring-soil system, and that the excess pore water pressure and the settlement of the tank could be significantly reduced using a sheet pile-ring. The two-dimensional analysis proves to be capable of representing the main features of the dynamic response of the three-dimensional tank-ring-soil system.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>countermeasure</subject><subject>Crude oil, natural gas and petroleum products</subject><subject>earthquake observation</subject><subject>Earthquakes</subject><subject>Energy</subject><subject>Exact sciences and technology</subject><subject>finite element analysis</subject><subject>Fuels</subject><subject>Geotechnics</subject><subject>liquefaction</subject><subject>Q1</subject><subject>Seismology</subject><subject>Storage of liquid petroleum products and other liquids. Tanks. Metering. Underground storage. Problems of losses in storage</subject><subject>Structure-soil interaction</subject><subject>tank</subject><subject>Water</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1996</creationdate><recordtype>article</recordtype><recordid>eNqFkUtLAzEQx4MoWB_fwEMOInpYzWObx0WQ4gsKHlTwFtI4qdHtpiZZwW_vri096mkY-P1nht8gdETJOSVUXBAmZCWZoKdanBFC6LhiW2hEldQVr-nLNhptkF20l_N7z0iqxAg9Xn_ZprMlxBZHj_MbQMHL0ECVQjvHLnZtgbQAm7sE2M5taHPBTfjswFv3G_Mx4RgaXGz7gXMocIB2vG0yHK7rPnq-uX6a3FXTh9v7ydW0clyPS8W1htqB1DPtJbNMeMuUGHMthOCSzWZypkjNKK8lUEWASq24q72svVBSUb6PTlZzlyn29-RiFiE7aBrbQuyyYaJmigj5L0jHUkrKSA_WK9ClmHMCb5YpLGz6NpSYQbUZPJrBo9F9M6g2rI8dr-fb7Gzjk21dyJssZ6R_xYBdrjDopXwFSCa7AK2D15DAFfMaw997fgChCpEg</recordid><startdate>19960801</startdate><enddate>19960801</enddate><creator>Zheng, Jingzhe</creator><creator>Suzuki, Kiichi</creator><creator>Ohbo, Naoto</creator><creator>Prevost, J.H.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope></search><sort><creationdate>19960801</creationdate><title>Evaluation of sheet pile-ring countermeasure against liquefaction for oil tank site</title><author>Zheng, Jingzhe ; Suzuki, Kiichi ; Ohbo, Naoto ; Prevost, J.H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c395t-399e4ce79b9f72a26fa286539666372bb7b80421347e180e17983c4f74f687813</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1996</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>countermeasure</topic><topic>Crude oil, natural gas and petroleum products</topic><topic>earthquake observation</topic><topic>Earthquakes</topic><topic>Energy</topic><topic>Exact sciences and technology</topic><topic>finite element analysis</topic><topic>Fuels</topic><topic>Geotechnics</topic><topic>liquefaction</topic><topic>Q1</topic><topic>Seismology</topic><topic>Storage of liquid petroleum products and other liquids. Tanks. Metering. Underground storage. Problems of losses in storage</topic><topic>Structure-soil interaction</topic><topic>tank</topic><topic>Water</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zheng, Jingzhe</creatorcontrib><creatorcontrib>Suzuki, Kiichi</creatorcontrib><creatorcontrib>Ohbo, Naoto</creatorcontrib><creatorcontrib>Prevost, J.H.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zheng, Jingzhe</au><au>Suzuki, Kiichi</au><au>Ohbo, Naoto</au><au>Prevost, J.H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of sheet pile-ring countermeasure against liquefaction for oil tank site</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>1996-08-01</date><risdate>1996</risdate><volume>15</volume><issue>6</issue><spage>369</spage><epage>379</epage><pages>369-379</pages><issn>0267-7261</issn><eissn>1879-341X</eissn><coden>SDEEEJ</coden><abstract>The evaluation of a countermeasure against liquefaction which uses a sheet pilering for oil tank sites is presented. The simulation of earthquake responses observed at tank sites with and without sheet pile-ring is first performed to validate the three-dimensional finite element numerical model. Using the numerical model, liquefaction analysis is performed and the excess pore water pressure generated in the soil and the settlement of tank are investigated. The comparison of two- and three-dimensional models is also conducted to assess the applicability of two-dimensional analysis. The results show that the numerical model could simulate the observed earthquake responses of tank-ring-soil system, and that the excess pore water pressure and the settlement of the tank could be significantly reduced using a sheet pile-ring. The two-dimensional analysis proves to be capable of representing the main features of the dynamic response of the three-dimensional tank-ring-soil system.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/0267-7261(96)00015-2</doi><tpages>11</tpages></addata></record> |
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| identifier | ISSN: 0267-7261 |
| ispartof | Soil dynamics and earthquake engineering (1984), 1996-08, Vol.15 (6), p.369-379 |
| issn | 0267-7261 1879-341X |
| language | eng |
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| source | Elsevier ScienceDirect Journals |
| subjects | Applied sciences Buildings. Public works countermeasure Crude oil, natural gas and petroleum products earthquake observation Earthquakes Energy Exact sciences and technology finite element analysis Fuels Geotechnics liquefaction Q1 Seismology Storage of liquid petroleum products and other liquids. Tanks. Metering. Underground storage. Problems of losses in storage Structure-soil interaction tank Water |
| title | Evaluation of sheet pile-ring countermeasure against liquefaction for oil tank site |
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