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红岩渠滑坡体稳定性分析与治理方案
引用本文:何荣智,朱蕾,夏承斋. 红岩渠滑坡体稳定性分析与治理方案[J]. 中国水利, 2010, 0(18): 33-34
作者姓名:何荣智  朱蕾  夏承斋
作者单位:1. 四川省都江堰人民渠第一管理处,611930,彭州
2. 四川大学水利水电学院,610065,成都
摘    要:分析了红岩渠滑坡体的变形特征、影响因素及失稳机理,根据反分析法和工程类比确定滑带土的力学参数,通过折线形传递系数法进行滑坡稳定性及推力计算,依据分析结论和实际情况提出了合理的治理方案。

关 键 词:滑坡  滑带土  反分析  治理方案

Landslide stability analysis and improving plan of Hongyan Canal
He Rongzhi,Zhu Lei,Xia Chengzhai. Landslide stability analysis and improving plan of Hongyan Canal[J]. China Water Resources, 2010, 0(18): 33-34
Authors:He Rongzhi  Zhu Lei  Xia Chengzhai
Affiliation:He Rongzhi,Zhu Lei,Xia Chengzhai
Abstract:It analyzes the deformation, impact factor and instability mechanism of landslide in Hongyan Canal. Mechanical parameters are determined based on anti analysis methods and engineering comparison. Instability mechanism and thrust calculation are fixed by folding transfer coefficient method. A suitable improving plan is proposed based on the conclusion and actual situation.
Keywords:land slide  sliding soil  anti analysis  improving plan
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