Experiment Study on Shearing Property of Soil-Concrete Interface with Improved Simple Shear Apparatus

Soil saturation degree plays an important role in mechanic behavior of soil-concrete interface. Laboratory experiments are conducted on soil-concrete interfaces by using improved simple shear apparatus, where three soil saturation degrees and five normal stresses are taken into accounted, respective...

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Veröffentlicht in:	Key engineering materials 2010-01, Vol.439-440, p.59-62
Hauptverfasser:	Song, Xin Jiang, Wang, Wei
Format:	Artikel
Sprache:	eng
Schlagworte:	Cohesion Concretes Criteria Failure Friction Saturation Shear Shear strength Shearing Soil (material) Stresses
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creator	Song, Xin Jiang Wang, Wei
description	Soil saturation degree plays an important role in mechanic behavior of soil-concrete interface. Laboratory experiments are conducted on soil-concrete interfaces by using improved simple shear apparatus, where three soil saturation degrees and five normal stresses are taken into accounted, respectively. The experiment data show that failure of the interface still satisfies the Mohr-Coulomb criterion under fixed soil saturation degree. With higher soil saturation degree, both shear strength and friction angle of the interface decrease monotonously, but cohesion force of the interface first increases and then decreases after reaching a peak value. When soil saturation degree increases, failure position of the interface moves from concrete surface to soil inner part.
doi_str_mv	10.4028/www.scientific.net/KEM.439-440.59
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Laboratory experiments are conducted on soil-concrete interfaces by using improved simple shear apparatus, where three soil saturation degrees and five normal stresses are taken into accounted, respectively. The experiment data show that failure of the interface still satisfies the Mohr-Coulomb criterion under fixed soil saturation degree. With higher soil saturation degree, both shear strength and friction angle of the interface decrease monotonously, but cohesion force of the interface first increases and then decreases after reaching a peak value. 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When soil saturation degree increases, failure position of the interface moves from concrete surface to soil inner part.</description><subject>Cohesion</subject><subject>Concretes</subject><subject>Criteria</subject><subject>Failure</subject><subject>Friction</subject><subject>Saturation</subject><subject>Shear</subject><subject>Shear strength</subject><subject>Shearing</subject><subject>Soil (material)</subject><subject>Stresses</subject><issn>1013-9826</issn><issn>1662-9795</issn><issn>1662-9795</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqVkMFKAzEQhhdRsFbfITfxsGuyyabJsZSqRUWheg4xndiUbXZNsta-vZEKnj3NMPPzMfMVxRXBFcO1uN7tdlU0Dnxy1pnKQ7q-nz9WjMqSMVw18qgYEc7rUk5kc5x7TGgpRc1Pi7MYNxhTIkgzKmD-1UNw2wxCyzSs9qjzaLkGHZx_R8-hy9uUhxYtO9eWs86bAAnQwicIVhtAO5fWaLHtQ_cJK7R0276FAwFN-14HnYZ4XpxY3Ua4-K3j4vVm_jK7Kx-ebhez6UNpKJepFELXkwkWb2BrsITLFQbJVpoaxmRjsbCNxFZaqCXLEyYwFZwQXBMhtWWMjovLAzdf8zFATGrrooG21R66IapJQzkntOE5OT0kTehiDGBVny3osFcEqx_DKhtWf4ZVNqyyYZUNq2xYNTIzZgdGCtrHBGatNt0QfP7wH5RvqSyPJA</recordid><startdate>20100101</startdate><enddate>20100101</enddate><creator>Song, Xin Jiang</creator><creator>Wang, Wei</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>20100101</creationdate><title>Experiment Study on Shearing Property of Soil-Concrete Interface with Improved Simple Shear Apparatus</title><author>Song, Xin Jiang ; Wang, Wei</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c369t-88a27708bef2ef169d0e94da3c4495f08f590f9fe2944494803861102189af443</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Cohesion</topic><topic>Concretes</topic><topic>Criteria</topic><topic>Failure</topic><topic>Friction</topic><topic>Saturation</topic><topic>Shear</topic><topic>Shear strength</topic><topic>Shearing</topic><topic>Soil (material)</topic><topic>Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Song, Xin Jiang</creatorcontrib><creatorcontrib>Wang, Wei</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Key engineering materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Song, Xin Jiang</au><au>Wang, Wei</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experiment Study on Shearing Property of Soil-Concrete Interface with Improved Simple Shear Apparatus</atitle><jtitle>Key engineering materials</jtitle><date>2010-01-01</date><risdate>2010</risdate><volume>439-440</volume><spage>59</spage><epage>62</epage><pages>59-62</pages><issn>1013-9826</issn><issn>1662-9795</issn><eissn>1662-9795</eissn><abstract>Soil saturation degree plays an important role in mechanic behavior of soil-concrete interface. 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subjects	Cohesion Concretes Criteria Failure Friction Saturation Shear Shear strength Shearing Soil (material) Stresses
title	Experiment Study on Shearing Property of Soil-Concrete Interface with Improved Simple Shear Apparatus
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