摘要
以梧州市金鸡冲两侧边坡群为研究对象,通过对其工程地质特征的分析,研究边坡群稳定性的影响因素及形成机理,对边坡进行分类,并运用传递系数法研究其稳定程度,对其稳定情况作出预测。预测在天然状态下各边坡的稳定性良好,暴雨工况下有几处成灾的可能性较大。
Taking the slopes at both sides of Jinjichong,Wuzhou as the object,the factors affecting the stability thereof and the formation mechanism were studied through analysis of the engineering geological characteristics,and the slopes was classified as well.Then by use of transfer coefficient method,the stability was studied so as to make the prediction that under the natural state,the stability of the slopes are good,and in case of rainstorm,some places may have large probability to be attacked by disasters,and the local governments was suggested to prepare disaster prevention plan.
出处
《路基工程》
2014年第5期15-19,共5页
Subgrade Engineering
基金
国家自然科学基金:采矿振动扰动下岩溶塌陷的动力学机制(41262011)
国家自然科学基金:酸雨环境下红黏土路基溶质迁移机理及强度衰减研究(51108110)
广西重点实验室基金:强降雨条件下广西红黏土山体滑坡临滑机理及监控措施研究(11-CX-01)
关键词
边坡群
稳定性分析
传递系数法
预测
slopes
stability analysis
transfer coefficient method
prediction
