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《Building Science Research of Sichuan》 2004-02
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Experimental research for the geogrids on shaking table

ZHOU Yi-tang~1,ZHONG Guo-qiang~2,YU Jin~1,ZHAO Hui-min~1,GE Xiao-xu~1 (1.College of Civil Engineering, Kunming University of Science and Technology,Kunming650032,China; 2.Shenzhen City Road and Bridge Administrative Office,Shenzhen518000,China)  
In this paper, the experimental research on geogrids reinforced earth has been carried out using the scaled miniature models on the shaking table. There are two groups in this test, one group for measuring stress and strain of geogrids, another for measuring the contact efficient (CE) due to interaction between soil and geogrids. The test result shows that the distributions of the maximum stresses along deepth in both dynamic test and static test are the same approximately, but the both values of stresses are different. The contact efficient (CE) is reduced with the increase of the seismic acceleration. The test result is suggested in the design in seismic district.
【Fund】: 云南省应用自然科学基金资助项目(2001E0022M)
【CateGory Index】: TU472.3
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7 LIU Li ping 1, LEI Zun yu 1,\ ZHOU Fu chun 2 (1 Department of Civil Engineering,Chongqing University,Chongqing 400045,China; 2 Department of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China);The evaluation of seismic slope stability analysis methods[J];Journal of Chongqing Jiaotong Institute;2001-03
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【Secondary References】
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1 XU Lin-rong1,LIU Ming-yu1,2,L Da-wei1,3,ZHANG Jie1,4(1.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China;2.China Railway Engineering Consultants Group,Beijing 100055,China;3.CPC Commission for Discipline Inspection of Ningxiang County,Ningxiang 410600,China;4.China Railway Siyuan Survey and Design Group Co.,Ltd,Wuhan 430063,China);Determination method study on compaction effect of fluvioglacial deposits-subgrade[J];Journal of Railway Science and Engineering;2010-06
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