摘要
结合巫山县殡仪馆西侧高切坡的工程地质特点,在对高切坡现状和破坏模式分析的基础上,选取了不利工况下的典型坡面进行边坡的稳定性分析。结果表明:计算剖面在不加支护措施下处于稳定状态,考虑到安全储备及外界不利因素影响,对边坡采取了支护措施,支护后的高切坡稳定性已得到提高,可为类似工程提供参考。
This paper presents a case history of stability evaluation of a high-cut slope in the west side of Wushan Funeral Home.The stability evaluation considered the geological characteristics,existing conditions and the adverse mitigation construction conditions.The results indicate that the evaluated sections under current condition are marginally stable without additional supporting measures.Therefore,supporting is necessary for the safety backups and adverse conditions.The cut slope mitigation design parameters are selected based on the evaluation results.
出处
《土工基础》
2012年第5期16-18,共3页
Soil Engineering and Foundation
关键词
高切坡
稳定性评价
防治措施
High-Cut Slopes
Stability Evaluations
Preventive Measures
