摘要
概述了枣林滑坡的工程地质情况 ;通过室内试验、专家经验和基于稳定性分析的反演计算 ,确定了滑坡体的滑动面强度参数 ;给出了该滑坡体的加固处理方案 ,并详细论述了预应力锚索抗滑桩的设计方法及施工工艺。
In this paper the authors first describe geologic conditions of Zaolin landslide. The shear strength of the sliding plane at Zaolin Landslide is then obtained based on laboratory tests, expert experiences and back analysis of the stability of the landslide. A reinforcement plan using anti-slide piles with pre-stressed anchor wires is suggested. Its design method and construction techniques are discussed in detail. Subsequent monitoring data confirmed the success of the suggested reinforcement plan.
出处
《工程地质学报》
CSCD
2004年第4期417-421,共5页
Journal of Engineering Geology
