In geotechnical engineering, the slope stability is a very important issue.
在岩土工程中,边坡稳定性是一个十分重要的问题。
参考来源 - 边坡结构可靠度对随机参数的敏感度研究The presented study is an attempt on the development and improvement of numerical methods for slope stability analyses.
本文的研究工作在改进和完善土坡稳定性数值分析方法方面进行了有益尝试。
参考来源 - 降雨条件下非饱和土坡非稳定渗流的数值模拟与土坡稳定分析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·2,447,543篇论文数据,部分数据来源于NoteExpress
Slice method and finite element method are principal methods of soil slope stability analysis.
条分法和有限元法是土质边坡稳定分析的主要方法。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
提出了一种边坡稳定分析的三维极限平衡法。
In the blasting engineering of highway excavation, the slope stability and flat-ness must be sure.
在开挖公路路堑的爆破工程中,必须确保路堑边坡的稳定与平整。
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