摘要
基于有限差分软件FLAC3D,对重力挡土墙的整体稳定性进行了数值分析,同时将整体稳定性数值分析的结果与传统瑞典条分法结果进行了比较,并对影响整体稳定性的参数进行了分析,得到了一些有益的结论。
Based on finite difference software FLAC3D, numerical analysis was carried out in relation to overall stability of retaining wall; simultaneously, the comparison was conducted between the two results respectively obtained from the numerical analysis and traditional Swedish slice method, and the parameters affecting the overall stability were analyzed, through which some beneficial conclusions were obtained.
出处
《路基工程》
2013年第5期138-140,共3页
Subgrade Engineering
关键词
挡土墙
整体稳定性
数值分析
retaining wall
overall stability
numerical analysis
