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西平公路内社段滑坡稳定性分析与对策研究
引用本文:卓万生.西平公路内社段滑坡稳定性分析与对策研究[J].地质灾害与环境保护,2006,17(4):28-32.
作者姓名:卓万生
作者单位:福建省安溪县国土资源局,安溪,362400
摘    要:论述了西平公路内社段东南侧后山高边坡的地形地貌、滑坡发育特征、地质特征和成因机制分析,采用华宁岩土工程勘察软件统计,判定该滑体的稳定性,再通过传递系数法进行稳定性验算,并针对边坡的主要特征和工程实际情况,对该隐患地段的治理方案进行综合比选,提出了较为科学可行、经济合理的防治措施。

关 键 词:滑坡  稳定性  治理对策探讨
文章编号:1006-4362(2006)04-0028-05
收稿时间:2006-04-03
修稿时间:2006-04-032006-06-22

STUDY ON THE STABILITY AND TREATMENT OF A LANDSLIDE FOR THE HIGHWAY,NEISHE,XI-PING
ZHUO Wan-sheng.STUDY ON THE STABILITY AND TREATMENT OF A LANDSLIDE FOR THE HIGHWAY,NEISHE,XI-PING[J].Journal of Geological Hazards and Environment Preservation,2006,17(4):28-32.
Authors:ZHUO Wan-sheng
Institution:Territory Resource Office in Anxi, Fujian Anxi 862400, China
Abstract:The paper discussed on the topographical features,the geological features,the developing characters and the cause of the southeast slope in NeiShe,Xi-Ping highway.The Huaning Rock and soil Engineering Investigates Software are used in the paper to have a stability analysis for the landslide and the stability by Deliver Coefficient Method is checked.Award to the main characters and actual situation,after comparing different kinds of treatments,a more scientific and economic prevention and cure measure is suggested.
Keywords:landslide  stability analysis  treatment method research  
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