Calculation and analysis of longitudinal settlement joint of shield tunnel based on dual elastic foundation beam

Calculation and analysis of longitudinal settlement joint of shield tunnel based on dual elastic foundation beam

Based on the model of dual elastic foundation beam, considered the effect of uneven settlement of soft layer, and treated the interaction between structure and soil as a plane problem, a plane numerical model is established. Then, the arrangement of settlement joint and the force and deformation of...

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Hauptverfasser: Li Zhong, Chen Si Yang
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Sprache:eng
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calculaiont of tunnel longitudinal structure
double elastic foundation beam
Finite element methods
Force
Joints
Load modeling
Soil
Springs
Structural beams
unenven settlement of tunnel settlement joint
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Chen Si Yang
description Based on the model of dual elastic foundation beam, considered the effect of uneven settlement of soft layer, and treated the interaction between structure and soil as a plane problem, a plane numerical model is established. Then, the arrangement of settlement joint and the force and deformation of tunnel longitudinal structure are calculated and analyzed. By calculating that, the model can make full consideration of all factors which affect the uneven settlement of the tunnel, especially for the calculations of the settlement of tunnel in complex conditions. The obtained conclusions give reasonable data about the arrangement of settlement joint of the Yangtze River tunnel, and throw lights on the design and construction of tunnel segments in the future.
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The obtained conclusions give reasonable data about the arrangement of settlement joint of the Yangtze River tunnel, and throw lights on the design and construction of tunnel segments in the future.</description><subject>calculaiont of tunnel longitudinal structure</subject><subject>double elastic foundation beam</subject><subject>Finite element methods</subject><subject>Force</subject><subject>Joints</subject><subject>Load modeling</subject><subject>Soil</subject><subject>Springs</subject><subject>Structural beams</subject><subject>unenven settlement of tunnel settlement joint</subject><issn>2154-4824</issn><issn>2154-4832</issn><isbn>1467344974</isbn><isbn>9781467344975</isbn><isbn>9781889334479</isbn><isbn>1889334472</isbn><isbn>9781889335479</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2012</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNo9jMlqAzEQRJUN4jjzBbnoBwa0jqRjMFkMhlx8N9KolchoNMbSHPz3ETikobrpquLdoM4oTbU2nAuhzC1aMSpFLzRnd-iJikE13yhx_x8w8Yi6Uo6kjWwvJyt02tg0LsnWOGdss2-y6VJiwXPAac7fsS4-Ng8XqDXBBLni4xzbboXyEyF5XJecIWFnC3jcOH5pfUi21DjiMC_ZX_kO7PSMHoJNBbq_u0b797f95rPffX1sN6-7PlIla8-MG8goXdBSj0Y6RzkQ6SUnMHgbGPejGZgwg4NRKiUUaGmZ1ySoICzha_RyxUYAOJzOcbLny2HgjAqt-C8jIVr7</recordid><startdate>201206</startdate><enddate>201206</enddate><creator>Li Zhong</creator><creator>Chen Si Yang</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>201206</creationdate><title>Calculation and analysis of longitudinal settlement joint of shield tunnel based on dual elastic foundation beam</title><author>Li Zhong ; Chen Si Yang</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i175t-29b60c5bf858c95bb13e05d530e6daf23dc962496bec57747e85a2d80f7f4a03</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2012</creationdate><topic>calculaiont of tunnel longitudinal structure</topic><topic>double elastic foundation beam</topic><topic>Finite element methods</topic><topic>Force</topic><topic>Joints</topic><topic>Load modeling</topic><topic>Soil</topic><topic>Springs</topic><topic>Structural beams</topic><topic>unenven settlement of tunnel settlement joint</topic><toplevel>online_resources</toplevel><creatorcontrib>Li Zhong</creatorcontrib><creatorcontrib>Chen Si Yang</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE Electronic Library (IEL)</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Li Zhong</au><au>Chen Si Yang</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Calculation and analysis of longitudinal settlement joint of shield tunnel based on dual elastic foundation beam</atitle><btitle>World Automation Congress 2012</btitle><stitle>WAC</stitle><date>2012-06</date><risdate>2012</risdate><spage>1</spage><epage>6</epage><pages>1-6</pages><issn>2154-4824</issn><eissn>2154-4832</eissn><isbn>1467344974</isbn><isbn>9781467344975</isbn><eisbn>9781889334479</eisbn><eisbn>1889334472</eisbn><eisbn>9781889335479</eisbn><abstract>Based on the model of dual elastic foundation beam, considered the effect of uneven settlement of soft layer, and treated the interaction between structure and soil as a plane problem, a plane numerical model is established. Then, the arrangement of settlement joint and the force and deformation of tunnel longitudinal structure are calculated and analyzed. By calculating that, the model can make full consideration of all factors which affect the uneven settlement of the tunnel, especially for the calculations of the settlement of tunnel in complex conditions. The obtained conclusions give reasonable data about the arrangement of settlement joint of the Yangtze River tunnel, and throw lights on the design and construction of tunnel segments in the future.</abstract><pub>IEEE</pub><tpages>6</tpages></addata></record>
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source IEEE Electronic Library (IEL) Conference Proceedings
subjects calculaiont of tunnel longitudinal structure
double elastic foundation beam
Finite element methods
Force
Joints
Load modeling
Soil
Springs
Structural beams
unenven settlement of tunnel settlement joint
title Calculation and analysis of longitudinal settlement joint of shield tunnel based on dual elastic foundation beam
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