Model Test of Mechanical Characteristics of Cantilever Retaining Wall with Mutual Anchor

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Abstract:

In order to analysis force characteristics and changes of the anchor tension during the process of filling soil of the pull cantilever retaining wall, a model test is designed for research. The test mainly monitors basal earth pressure, lateral earth pressure of the retaining wall, anchor shaft force, lateral displacement of the retaining wall.

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508-513

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Junsu. Experimental study of double reinforced retaining wall and numerical simulation [D].Wuhan Technology University

Google Scholar

[2] Guan-bao Ye,ZhengZhang,ChaoXu.Model Test of reinforced earth retaining wall[J].Investigation Science and Technology,2010,(02):3-5.

Google Scholar

[3] YuanyouWei.Buttressed and the L-type retaining wall model earth pressure tests[J].Rock and Soil Mechanics,(1994)

Google Scholar

[4] FenJin,QiangLuo.Sandy soil centrifuge model test on the pull retaining wall.Subgrade.(2000)

Google Scholar

[5] Chi Yan, Xiaoli Liu.the horizontal problems by squeezing of the earth pressure sensor model test [J].Port Project .1997(6): 14-16.

Google Scholar

[6] YeKaichen.Earth pressure on retaining wall test and numerical analysis[D].Zhejiang University,2001.

Google Scholar