论文部分内容阅读
基于极限平衡理论,通过GEO-SLOPE软件,对某黄土—基岩高边坡加固前后的稳定性进行了分析,得到以下结论:(1)借助于SLOPE/W计算模块进行高边坡稳定性优化分析,优化了局部坡段锚索框架工程量,节约了投资;(2)加上防治工程后,再次进行SLOPE/W模型计算,得到稳定系数为1.459,对比分析,认为工程效果明显。(3)针对优化分析,提出防治对策体系,具有借鉴作用。
Based on the theory of limit equilibrium, the stability of a loess-bedrock high slope before and after reinforcement is analyzed by GEO-SLOPE software. The conclusions are as follows: (1) The SLOPE / W calculation module is used to optimize the stability of high slope Analysis and optimization of the partial slope of the cable frame section of the amount of engineering, saving investment; (2) plus prevention and control project, again SLOPE / W model calculation, the stability coefficient was 1.459, comparative analysis, that the project effect is obvious. (3) For the optimization analysis, put forward the prevention and control measures system, with reference.