Combination of slices method and fem for slope stability analysis of foundation pit under the seepage condition 条分法与有限元法相结合分析渗流作用下的基坑边坡稳定性
In order to analyze the stabilization of slope , swedish slice method has been improved 文中根据该结构的受力情况对瑞典条分法进行了改进,对路堤边坡进行了稳定性分析。
The results show that the adaptive slicing method can greatly improve the manufacturing efficiency in the same cusp height error 结果表明,在相同的尖峰误差条件下,自适应分层能明显提高加工效率。
Two types of methods ( slice method and simple method ) for bearing capacity calculation are presented , and the theoretical results conforms well with the experiment results 同时在此基础上分析了长细比、含角钢率、含碳纤维布率和偏心距等因素对复合加固偏压柱力学性能的影响。