In the civil engineering, it is a very important problem that the stability analysis of slope.
在土木工程中，边坡的稳定性分析是一个十分重要的课题。
The stability analysis of slope is one of the most important questions in geotechnical engineering.
边坡的稳定性是岩土工程所关注的重要问题之一。
The stability analysis of slope is always an important problem in civil engineering, landslide deformation failure is a kind of serious geologic disaster.
边坡的稳定问题一直是土木工程中的重要问题，滑坡是一种严重的地质灾害。
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.
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。
In the analysis of the soil slope stability, safety coefficient is the key to measure the slope stability.
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。
A geometry based mathematical model is established for the calculation of reliability index by use of the fuzzy random reliability theory for slope stability analysis.
将模糊随机可靠度理论应用于边坡的稳定分析，建立了基于几何法计算广义可靠指标的数学模型。
So the combining of the two methods for the analysis of slope stability has a certain reference value.
所以结合两种方法对边坡稳定性分析具有一定的参考价值。
Combining the actual project example, non-linear FEM is used for a stability analysis of high slope and a way of judging the slope stability is put forward for reference.
结合工程实例用非线性有限单元法对高边坡进行稳定分析，并提出判断边坡稳定的方法，以供参考。
This paper set up limit equation of reliability analysis for factor of safety method in the stability analysis method of slope.
本文针对土坡稳定分析方法中的安全系数法建立了可靠度分析的极限方程。
Slope stability calculations are usually done in the framework of limit equilibrium analysis.
在土坡稳定的计算过程中常采用经典的极限平衡法。
This paper presents the analytical method for analysis of slope stability.
本文提出了一种边坡稳定性分析的解析法。
Wedge failure is one of familiar failure types in rock slope, and the stability analysis of wedge is a classical problem in rock slope engineering.
楔形体破坏是岩质边坡中最常见的一种破坏形式，楔形体稳定问题也是岩质边坡工程中的经典问题。
This paper briefly discusses the analysis method for reservoir slope stability and the theory base and utilization feature of all kinds of analysis method.
对水库库区边坡稳定性问题分析方法进行综述，并阐述了各种分析方法的理论基础和应用特点。
The key problem of stability analysis of roadbed slope is how to determine the most dangerous sliding circle and calculate the minimum safety factor, this is a nonlinear problem.
路基边坡稳定性评价的关键是如何确定最危险滑裂面的位置并计算与之相对应的安全系数，是非线性优化问题。
The evaluation result of the given application example conforms to the actual condition, which indicated the validity of grey correlation method in slope stability analysis.
给出的应用实例，其评价结果与实际情况一致，说明边坡稳定性灰色关联度分析法的有效性。
As failure pattern of excavation slope is similar with that of natural slope, it is concluded that the method is appropriate for stability analysis of excavation slope.
开挖边坡和天然边坡具有相似的破坏形式，表明强度折减有限元方法适用于开挖边坡的稳定性分析。
This paper USES Discontinuous Deformation Analysis (DDA) to analyse the dynamic stability of a rock slope slide.
本文用块体系统非连续变形分析(DDA)方法，对岩石滑坡体进行动态稳定分析。
All the results are showed through analysis method, which offers reliable theory in the analysis and design of slope stability.
结果用解析式表达，为边坡的稳定分析和设计提供了可靠的理论依据。
The effect of unloading is not considered in the traditional slope stability analysis method.
传统计算方法未考虑卸荷效应对岩体力学参数的弱化。
One of the main tasks in landslide study is slope stability analysis.
滑坡研究的主要任务之一是稳定性分析。
Taking the influence of blasting loosening and unloading into account, the feedback analysis model of the high rock slope stability is established.
建立了岩石高边坡分步开挖稳定性反馈分析模型，分析过程中考虑了岩体爆破松动及卸荷的影响。
From the view of engineering, the program can successfully accomplish the stability analysis of the slope and the design of the anti-slide pile.
从工程的角度看该程序可以较圆满的完成土坡稳定性分析和抗滑桩的计算设计任务。
Reliability theory is induced in slope stability analysis, which is called slope reliability analysis. The purpose of slope reliability analysis is calculating the slope failure probability.
可靠性理论被引入到边坡稳定性分析中来了，称为边坡可靠性分析，边坡可靠性分析的主要目的是计算边坡发生破坏的概率。
The stability analysis of tall building deep excavations' slope is always been a very hot and difficult question in Geotechmical Engineering.
高层建筑深基坑边坡的稳定性问题一直都是岩土工程中的一个热点问题和难点问题。
Finally, the application of GIS in the study of slope stability analysis is summarized.
最后，对应用GIS进行边坡稳定分析研究进行了总结。
The analysis of slope stability is always a problem which geotechnical workers think much of, because a steady slope in the nature condition may be unstable for the sake of human remodeling.
边坡稳定性分析一直是岩土工作者十分重视的问题，天然状况下稳定的边坡经过人工改造就有可能产生失稳。
The computed results based on the two methods are compared, and the influence of each method on soil slope stability analysis is obtained.
通过计算，对其计算结果进行了比较，总结了两种评价方法对土体边坡稳定性分析的影响。
Through over-all stability analysis, the influence of height-span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper.
通过对门式刚架的整体稳定分析，研究了刚架的高跨比、斜梁坡度对结构的稳定和计算长度系数的影响。
Through over-all stability analysis, the influence of height-span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper.
通过对门式刚架的整体稳定分析，研究了刚架的高跨比、斜梁坡度对结构的稳定和计算长度系数的影响。
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