摘要
理想情况下的土坡稳定性分析都包含了一些假设 ,但在实际情况下 ,往往需要根据实际情况作一些必要的灵活处理 .本文简要的阐述了在边坡中坡顶有开裂 ,坡体中有渗流 。
For a given type of slope, it is often treated as an ideal system to evaluate its stability. However it is not the case in practice, and many factors should be considered. The purpose of this paper is to provide the analysis methods under the consideration of seepage, creep, earthquake effect and other conditions.
出处
《昆明理工大学学报(理工版)》
2000年第4期66-71,共6页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
云南省应用基础研究基金!(项目编号 :98E0 5 3M )
关键词
土坡稳定
渗流
蠕变
地震作用
slope stability
seepage
creep
earthquake effect