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Factors affecting kinked steel grid reinforcement in MSE structures
In order to investigate the factors affecting kinked steel grid reinforcement in Mechanically Stabilized Earth (MSE) structures, pullout tests were conducted to find out the new structure of steel grid reinforcement by making one or two triangular kinks on it to effect yielding in the steel grid. Th...
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Published in: | Geotextiles and geomembranes 2011-04, Vol.29 (2), p.172-180 |
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container_title | Geotextiles and geomembranes |
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creator | Tin, N. Bergado, D.T. Anderson, L.R. Voottipruex, P. |
description | In order to investigate the factors affecting kinked steel grid reinforcement in Mechanically Stabilized Earth (MSE) structures, pullout tests were conducted to find out the new structure of steel grid reinforcement by making one or two triangular kinks on it to effect yielding in the steel grid. The pullout resistance is higher at larger pullout displacement when more kinks are made in the steel grid. Adding more kinks in the steel grid allowed sufficient lateral yielding with sufficient displacements to achieve the active condition as opposed to at-rest condition and thereby reduce the loading in the reinforcements. |
doi_str_mv | 10.1016/j.geotexmem.2010.10.013 |
format | article |
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Adding more kinks in the steel grid allowed sufficient lateral yielding with sufficient displacements to achieve the active condition as opposed to at-rest condition and thereby reduce the loading in the reinforcements.</description><subject>Active condition</subject><subject>At rest condition</subject><subject>Displacement</subject><subject>Earth</subject><subject>Geotextiles</subject><subject>Kinked steel grid reinforcement</subject><subject>MSE structure</subject><subject>Pullout displacement</subject><subject>Pullout resistance</subject><subject>Reinforcement</subject><subject>Structural steels</subject><issn>0266-1144</issn><issn>1879-3584</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNqFkE9PAyEQxYnRxFr9DO7Ry66wsLAcm6ZVkxoP6plsYWho908F1ui3l1rjtadJ5r15M_ND6JbggmDC77fFBoYIXx10RYl_uwUm9AxNSC1kTquanaMJLjnPCWHsEl2FsMUYMyHrCZovGx0HH7LGWtDR9Zts5_odmCxEgDbbeGcyD663g9fQQR8z12fPr4uk-1HH0UO4Rhe2aQPc_NUpel8u3uaP-erl4Wk-W-Wa1XXMq5KsJaNpL7W0rtYSmDHYCI45Zcxazisg0gIVIp1mKWZcEGotNRJbvTZ0iu6OuXs_fIwQoupc0NC2TQ_DGBQRAqd3q7I6bcVlWcuSSJ6s4mjVfgjBg1V777rGfyeTOhBWW_VPWB0IH4REOE3OjpOQnv504FXQDnoNxvnEUpnBncz4Accvh-8</recordid><startdate>20110401</startdate><enddate>20110401</enddate><creator>Tin, N.</creator><creator>Bergado, D.T.</creator><creator>Anderson, L.R.</creator><creator>Voottipruex, P.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20110401</creationdate><title>Factors affecting kinked steel grid reinforcement in MSE structures</title><author>Tin, N. ; Bergado, D.T. ; Anderson, L.R. ; Voottipruex, P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c488t-521b9434793f385b9e4dd0d7606344ff665e19fe377798f3046713ff3d90fcbd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Active condition</topic><topic>At rest condition</topic><topic>Displacement</topic><topic>Earth</topic><topic>Geotextiles</topic><topic>Kinked steel grid reinforcement</topic><topic>MSE structure</topic><topic>Pullout displacement</topic><topic>Pullout resistance</topic><topic>Reinforcement</topic><topic>Structural steels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tin, N.</creatorcontrib><creatorcontrib>Bergado, D.T.</creatorcontrib><creatorcontrib>Anderson, L.R.</creatorcontrib><creatorcontrib>Voottipruex, P.</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Geotextiles and geomembranes</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tin, N.</au><au>Bergado, D.T.</au><au>Anderson, L.R.</au><au>Voottipruex, P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Factors affecting kinked steel grid reinforcement in MSE structures</atitle><jtitle>Geotextiles and geomembranes</jtitle><date>2011-04-01</date><risdate>2011</risdate><volume>29</volume><issue>2</issue><spage>172</spage><epage>180</epage><pages>172-180</pages><issn>0266-1144</issn><eissn>1879-3584</eissn><abstract>In order to investigate the factors affecting kinked steel grid reinforcement in Mechanically Stabilized Earth (MSE) structures, pullout tests were conducted to find out the new structure of steel grid reinforcement by making one or two triangular kinks on it to effect yielding in the steel grid. 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subjects | Active condition At rest condition Displacement Earth Geotextiles Kinked steel grid reinforcement MSE structure Pullout displacement Pullout resistance Reinforcement Structural steels |
title | Factors affecting kinked steel grid reinforcement in MSE structures |
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