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《Chinese Journal of Underground Space and Engineering》 2008-06
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Research on Slope Failure Mode of Wenchuan to Lixian Section at National Highway No.317 after Wenchuan Earthquake

TANG Sheng-chuan,YANG Wei,ZHANG Chang-lin(Chongqing Communication Research and Design Institute,Chongqing 400067,P.R.China)  
Based on analysis of field investigation data of slopes Wenchuan-Lixian section at national highway No.317 before and after Wenchuan earthquake,this paper studied their main failure type,distribution characters and prevention suggestions.Research shows that the main types of slope failure are slope surface debris flow and stone falling.Those two kinds of failure bear characters of wide influence range,random and hardly detected location.Therefore,the prevention to those two kinds of failure should follow the principles of leaving enough buffer space first and then taking prevention measures.
【CateGory Index】: U416.14
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