卧虎山水库3~#滑坡体成因分析及其治理措施  

Genetic Analysis and Control Measures of 3^# Landslide of Wohushan Reservoir

作　　者：王和平[1] 王登科[1] 王斐 

机构地区：[1]黄河勘测规划设计有限公司,河南郑州450003 [2]加拿大艾尔伯特大学

出　　处：《资源环境与工程》2016年第3期395-398,共4页Resources Environment & Engineering

摘　　要：在分析已有地质资料的基础上,对滑坡体产生的原因进行论证,采用EMU中的Sarma法对滑坡稳定性进行计算,结果表明3～#滑坡体沿某一方向具备滑动的可能。采用抗滑桩与地表排水相结合的方法,使3～#滑坡体得到了有效治理。This article characterizes existing geological information, and analyzes the mechanism of the landslide. The Sarma option of EMU software had been used to calculate the stability of the landslide. The calculation results indicates that the landslide has the potentiality sliding along the sliding plane. The integrated measures of resisting pile and surface water drainage system is employed to control the landslide for long time purpose.

关 键 词：滑坡 滑动面 夹泥 主滑带 边坡稳定 

分 类 号：P642.22[天文地球—工程地质学]