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G212线秦峪滑坡与综合防治工程分析
引用本文:张翠玲,靳红强.G212线秦峪滑坡与综合防治工程分析[J].山西建筑,2008,34(28).
作者姓名:张翠玲  靳红强
作者单位:中国市政工程西北设计研究院有限公司,甘肃,兰州,730000
摘    要:结合工程实例,对滑坡特征进行了分析,探讨了滑坡形成的原因,运用Fredlund非饱和土强度理论和Bishop法计算得到了边坡稳定安全系数,提出了对边坡进行加固的综合防治措施,从而保证工程平稳运行.

关 键 词:公路  滑坡  边坡稳定性  综合防治

Analysis of the Qinyu landslide on Line G212 and comprehensive preventive and treating measures
ZHANG Cui-ling,JIN Hong-qiang.Analysis of the Qinyu landslide on Line G212 and comprehensive preventive and treating measures[J].Shanxi Architecture,2008,34(28).
Authors:ZHANG Cui-ling  JIN Hong-qiang
Affiliation:ZHANG Cui-ling JIN Hong-qiang
Abstract:Combined with a project,it analyses the landslide features and reasons,gets the safe coefficient of slope stability through Fredlund unsaturated soil strength theory and Bishop method,and puts forward comprehensive preventive and treating measures to reinforce slope,so as to guarantee the proceeding of projects.
Keywords:highway  landslide  slope stability  comprehensive preventive and treating measures
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