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。
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.
出处
《中国水利》
北大核心
2010年第18期33-34,共2页
China Water Resources
关键词
滑坡
滑带土
反分析
治理方案
land slide
sliding soil
anti analysis
improving plan
