条块划分是边坡稳定分析的基础。
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.
搜索临界滑面是边坡稳定分析的一项重要工作。
It was important to search the critical slip surface in slope stability analysis.
边坡稳定分析?。
建立了适于边坡稳定分析简单的平面直角坐标系。
A simple orthogonal plane coordinate system that is applicable to analyze the stability of soil slopes is set up.
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.
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.
边坡稳定分析的目的在于判断边坡的稳定性或设计人工边坡。
The aim of stability analysis of canal side is to judge the canal side stability or design artificial canal side.
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.
平庄西露天矿边坡稳定分析一直都是矿山生产与安全的一个重要问题。
The analysis of slope stability of the west open pit of PINGZHUANG coal mine has always been an important issue in the mine production and safety.
本文探索最优化方法用于寻找边坡稳定分析中最小安全系数的可能性。
This paper explores the feasibility of the use of the methods of optimization for minimizing the safety factors in slope stability analysis.
在边坡稳定分析中，岩体力学参数的选取直接影响着计算分析的结果。
In slope stability analysis, the selection of rock mechanical parameters has direct influence on the result of the calculation.
有限元强度折减系数法在边坡稳定分析中的应用正逐渐受到人们的重视。
The shear strength reduction method (SRM) with FEM on analysis of slope stability is increasingly applied.
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.
利用遗传模拟退火算法结合瑞典圆弧法，寻找最危险滑裂面进行边坡稳定分析。
A methodology of most dangerous sliding surface search and slope stability analysis is proposed by combining mixed genetic-simulated annealing algorithms with Sweden arc method.
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.
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.
本文以鲁布革水电站溢洪道岩质边坡为例，叙述了有关边坡稳定分析的概率统计方法。
In this paper the probabilistic and statistical analysis of stability of rock slope with the example of Lubuge hydroelectric power station is described.
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.
不平衡推力法是我国独创的边坡稳定分析方法，在滑坡稳定分析和治理中得到广泛地应用。
Imbalance thrust force method (ITFM) is originally developed approach for slope stability analysis in China, which has been widely used in the field of landslide stability analysis.
最后部分，根据冲填土料的特性，提出两种建立在有效应力原理基础上的简易边坡稳定分析方法。
At last, according to the characteristics of hydraulic fill soils, two simplified methods based on the theory of effective stress are recommended for analysing the slope stability.
该文介绍了一个实用的边坡稳定分析的程序，它是以规范为基础进行编制的，但却可以考虑多种工况。
A practical program for slope stability analysis is introduced in this paper, it is programmed based on code but multi engineering conditions can be considered in this program.
双滑块折线边坡稳定分析方法有等安全系数法、不平衡推力法、抗力体极限平衡法、岩土工程勘察规范法。
The equal safety factor method, imbalance thrust method, high-point equity method and reconnaissance criterion method can be used to analyze the double-slip body on the folding-line slope.
根据庙沟铁矿矿区工程地质条件，采用自行编制的边坡稳定分析集成智能系统对该矿进行了边坡稳定性分析。
According to the engineering geological conditions of mining area, the slope stability of Miaogou Iron Mine has been analyzed by means of the intelligent system of slope stability.
目前深基坑工程中应用较多的边坡稳定分析方法仍然是极限平衡方法，该方法应用较广，但也存在不足之处。
At present, the more application of slope stability analysis method in deep foundation pit is still the limit equilibrium method. This method applies widely, but there are also inadequate.
但是自然界发生的尽大多数滑坡的三维效应十分明显，三维边坡稳定分析可以更加真实地评价边坡的稳定性。
But 3D effect is very evidence for mass landslides in the nature, so 3D analysis of slope stability can be more trustful .
把数值模拟和传统的边坡稳定分析方法结合起来，得出边坡的安全系数，对排土场边坡的发展趋势作出了预测。
Numerical simulation and traditional analysis of slope stability are combined to get the slope stability factor the and forecast of developing trend of actuality junkyard slope is offered.
岩质边坡的稳定性主要由岩体结构面控制，传统的用于土质边坡稳定分析的滑动面搜索方法很难适用于岩质边坡。
Rock slope stability is mainly controled by the rock's structure plane. The traditional searching methods used in soil slope's stability analysis are difficult to apply to the rock slope.
将有限元强度折减法应用于边坡稳定分析中，探讨了该方法的基本原理、安全系数的定义、屈服准则和失稳判据等。
The strength reduction FEM is applied to the stability analysis of slope. The basic principle of this method and the definition of safety factor, yield rule and instability criterion are discussed.
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