... Fellenius method of slices费纽伦斯条分法 Swedish circle method瑞典圆弧滑动法 slices method条分法 ...
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... 瑞典圆弧法 Swedish circle method 条分法 method of slice 毕肖普简化条分法 bishop's simplified method of slice ...
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本论文中稳定性的计算是采用的瑞典条分法(Fellenius),它适用于边坡有 不同的土层,均质土边坡,部分被淹没,均质土坝,局部发生渗漏、边坡为台 阶形或折线的路堤与路堑。
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Circle slices method, with its simple principle and brief formula, is still popularlyapplied in assessment of earth slope stability. However, it includes two aspects ofweakness in practical application.
圆弧条分法目前依然是工程中常采用的土坡稳定性分析方法,其原理简单,公式简洁,但在具体应用时,存在两方面的困难:一是潜在滑动面不易确定;二是分条使计算过程较为复杂。
参考来源 - 土工格栅在黄土路堤中的应用及其稳定性研究Then, only gravity concerned, analyzing the stabilities of these two kinds of highway embankments by limit equilibrium method and strength reduction method respectively, and investigating each factors how to influence the stability.
然后,在只考虑自重作用的前提下,分别采用条分法和强度折减法,对两种形式的路基边坡稳定性,受各个影响因素的作用情况进行较系统的分析。
参考来源 - 填砂路基边坡稳定性研究·2,447,543篇论文数据,部分数据来源于NoteExpress
条分法和有限元法是土质边坡稳定分析的主要方法。
Slice method and finite element method are principal methods of soil slope stability analysis.
本文将非严格平衡条分法与严格平衡条分法中的各种方法都综合成统一公式。
The various methods from un strict equilibrium slice method and strict equilibrium slice method are synthesized and a unified formula has been obtained.
提出了一种新的非圆弧滑动边坡稳定分析算法,该算法直接建立在条分法的基础上。
A new approach based on the method of slices to analyze the stability of slopes with non-circular slip surface is presented.
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