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三峡库区兴山县某挡土墙变形破坏成因机制分析
引用本文:李三明,汤江红,邓薇. 三峡库区兴山县某挡土墙变形破坏成因机制分析[J]. 资源环境与工程, 2010, 24(1): 60-62
作者姓名:李三明  汤江红  邓薇
作者单位:武汉地质工程勘察院,湖北,武汉,430051
摘    要:简要介绍兴山县某挡土墙的的基本现状,阐述挡土墙主要变形破坏形式。针对挡土墙的变形破坏特征,结合边坡地质条件,分析了挡土墙的变形破坏的成因及形成机制,认为挡土墙较高,导致墙后主动土压力大,是造成挡土墙变形破坏的主要原因;工程建设后期堆载过大、墙后填土截排水措施不完善等也是影响挡土墙稳定性的重要因素。

关 键 词:挡土墙  变形破坏  成因机制  

Analysis on Mechanism of Deformation and Destruction of a Retaining Wall in Xingshan County of The Three Gorges Reservoir Area
LI Sanming,TANG Jianghong,DENG Wei. Analysis on Mechanism of Deformation and Destruction of a Retaining Wall in Xingshan County of The Three Gorges Reservoir Area[J]. Resources Environment & Engineering, 2010, 24(1): 60-62
Authors:LI Sanming  TANG Jianghong  DENG Wei
Affiliation:Wuhan Geological Engineering investigation institute;Wuhan;Hubei 430051
Abstract:The current situation,as well as the mode of deformation and destruction of the retaining walls in Xingshan county are introduced in this paper.On the basis of the feature of the retaining wall's deformation & destruction,and combining with the slope geological condition,mechanism of deformation and destruction is analyzed.The result shows that the higher retaining walls are easer to lead to great active earth pressure,the height of the retaining walls is the main factor,inducing the retaining walls' deform...
Keywords:retaining wall  deformation and destruction  mechanism  anti-glide  anti-overturning  unequal settlement  swelling soil  
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