提出边坡稳定极限分析的单元集成法。
Element Integration Method (EIM) was proposed to analyze slope stability.
软土边坡稳定是一个复杂的工程课题。
提出了一种边坡稳定分析的三维极限平衡法。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
边坡稳定是露天采场生产正常进行的基础保障。
Stability of side slope is the basic guarantee for normal production of the opencast stope.
提出了边坡稳定概率分析的具体方法及分析步骤。
The Paper proposed the detailed probability analysis method and steps for side slope stability.
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.
岩质边坡稳定问题是该工程十分突出的问题之一。
Stability of the side of rock is a very important problem to this engineering.
最后，对应用GIS进行边坡稳定分析研究进行了总结。
Finally, the application of GIS in the study of slope stability analysis is summarized.
边坡稳定的上限分析在数值上是利用了单元集成法来完成的。
The upper bound limit analysis of the slope is numerically performed by element integration method(EIM) .
蒙特卡洛随机搜索法与弹塑性有限元法结合，求解边坡稳定问题。
The Monte Carlo method combined with the elastoplastic finite element method (FEM) is proposed to analyze the slope stability problems.
结果表明，本文所提出的边坡稳定分析方法和防治措施是可行的。
The result shows that, the analysis methods and prevention and cure measures for highway slopes are feasible.
计算了某工程路堑边坡稳定系数和渗流对边坡稳定性的影响系数。
The influence coefficient of seepage on slope stability is calculated in a cutting slope.
维护边坡稳定的挡土墙设计，都是按弹性力学平面应变问题分析的。
The retaining wall for remaining stability of slope are all designed as plane strain problem in elastic theory.
在均质土坝设计中，水位骤降通常是上游边坡稳定计算时需控制的工况。
In design of homogeneous earth dam, sudden drawdown of water level is always a control condition for stability of upstream slope.
在边坡稳定分析中，边坡的稳定安全系数是边坡稳定与否的重要判断依据。
In the analysis of the soil slope stability, safety coefficient is the key to measure the slope stability.
边坡稳定的声发射监测在现场得到一定应用，但相关的基础研究却非常薄弱。
Stability monitoring of slope has been applied in field, but the relevant fundamental study is very weakness.
地下厂房进水口高边坡稳定是龙滩水电站建设必须解决的重大工程技术问题。
The stability of high side slope in underground powerhouse intake is an important techniqchal problem that should be resolved during construction of Longtan hydropower station.
基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。
Stability method based on slip surface FE stress and shear strength reduction method are two principal methods for FEM slope stability analysis.
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.
综合安全系数和可靠度方法进行边坡稳定分析比单一采用安全系数法具有明显优势。
The combination of comprehensive safety factor method and reliability method is much advantageous than the single safety factor method in the analysis of slope stability.
该圆弧形曲线形状实际上是将水力学中的水力最佳断面推广到考虑边坡稳定的情况。
This circular curve shape is actually the extension of the hydraulic optimum section in hydraulics to the situation of considering ban stability.
该圆弧形曲线形状实际上是将水力学中的水力最佳断面推广到考虑边坡稳定的情况。
This circular curve shape is actually the extension of the hydraulic optimum section in hydraulics to the situation of considering bank stability.
本文的第三项工作是将边坡稳定极限分析程序emu引入边坡监测资料的分析中来。
The third work of this paper is introducing the slope limit analysis program EMU into the analysis of slope monitor data.
本文以乌东德水电站上游高土石围堰为研究对象，从渗流和边坡稳定两方面展开研究。
This thesis takes Wudongde hydroelectric power station upstream high rockfill cofferdam as the object to study, and carries out the research on seepage and stability of slope.
对于深挖形成高陡边坡稳定分析的应用，表明岩石力学网络模拟技术具有广阔的前景。
Its application in stability analysis of an excavated rock slope has shown that the joint network technique of rock mechanics possesses a wide prospect.
在地表入渗影响下，非饱和带的基质吸力和暂态附加水荷载是影响边坡稳定的重要因素。
Under the influence of surface infiltration, matrix suction of unsaturated zone and temporary additional water load are important factors for the stability of slope.
从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
Therefore, it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.
在归纳边坡稳定分析成果的基础上，介绍了平衡法和有限元法在边坡稳定分析中的应用。
Based on a summary of the achievements of slope stability analysis, it introduced the application of limit equilibrium method and finite element method for slope stability analysis, esp.
分析了在应用有限元强度折减法计算土质边坡稳定安全度时，屈服准则对计算结果的影响。
In computing safety degree of the soil slope stability by nonlinear FEM strength reduction method, the influence of yield criterion on the calculation results is analyzed.
分析了在应用有限元强度折减法计算土质边坡稳定安全度时，屈服准则对计算结果的影响。
In computing safety degree of the soil slope stability by nonlinear FEM strength reduction method, the influence of yield criterion on the calculation results is analyzed.
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