To analyse the stability of soil slope under seepage, the effects of coupling between seepage and stress fields should be considered.
为了进行渗流作用下的边坡稳定性分析，必须考虑渗流场与应力场之间的相互耦合作用。
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。
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。
In the design of high soil slope, the influences of soil parameters are usually more significant than different calculated methods for the result of slope stability calculation.
土质高边坡工程的设计中，土性参数的选取对边坡稳定性计算结果的影响往往要比选用不同计算方法更为显著。
The stability of soft soil slope is an engineering problem.
软土边坡稳定是一个复杂的工程课题。
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。
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。
The paper briefly introduces some methods of soil slope stability analysis most in use, such as various methods by utilizing ultimate equilibrium theory and method of finite element.
简介了几种常用的土质边坡稳定性分析方法，如利用极限平衡理论的各种方法及有限元法。
In order to improve the stability of unsaturated expansive soil slope, the method of covering the slope by geo-membrane is applied.
为了提高非饱和膨胀土边坡的稳定，采用了土工膜覆盖边坡表面的方法。
It also USES the theory of slope stability of soil mechanics to simulate bank failure and deformation.
借助土力学中边坡稳定性理论，对河岸崩塌变形进行数值模拟。
Through the failure of thawing-soil slope the method for the stability evaluation of the slope with different seepage conditions is presented.
基于典型热融滑塌型斜坡失稳，针对不同的渗流条件建立了其稳定性评价方法。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
针对土质边坡的稳定性问题，提出了利用无网格法中的再生核质点法（RKPM）进行弹塑性分析的方法。
The article introduces the design and construction technology of side slope soil supporting of a deep foundation pit by gunning anchorage method, so as to ensure stability of the slope.
文章介绍了深基坑采用喷锚对边坡土体进行支护的设计与施工技术，保证边坡的稳定。
To study the stability of natural sand embankment slope covered with cohesive soil layer, the mode and the mechanism of sand embankment slope failure were analyzed.
为了研究粘性包边土层与砂填料所共同构成的填砂路基边坡的稳定性，分析了填砂路基的破坏模式与破坏机理，并通过模型试验的结果得到了滑动面位置。
The steel bars, Soil nails inserted in natural slope can increase the stability of slope.
在原位边坡中埋入“锚钉”可提高边坡的稳定性。
Shotcrete rockbolt mesh support can improve the structure strength and anti-deform rigid of rock soil, and can reinforce the whole stability of side slope.
喷锚网支护可提高高边坡岩土的结构强度和抗变形刚度，增强边坡的整体稳定性。
Sash Girder structures placed on slope face can induce self bearing capacity of soil, share partial load carried by anchor group and improve slope stability.
坡面施加格子梁结构可调动坡面更大范围岩土体发挥自承能力，分担锚索承担的部分荷载，改善边坡的稳定性。
Analyzing the stability of the side slope through classical ultimate balance method, the working state is fictitious without considering the stress-strain relation of the soil mass.
采用传统的极限平衡方法来分析边坡的稳定，没有考虑土体本身的应力—应变关系，其工作状态是虚拟的。
Because the finite element method consider the relation of stress-strain of rock soil, so, it is more accurate and rational than other methods that it calculates side slope stability coefficient.
由于有限元计算方法考虑了岩土的应力——应变关系，因此，其求解的边坡稳定系数比其它方法更为精确合理。
For engineering practice, monitor of the soil suction is of great importance in maintaining slope stability.
对于工程实践而言，吸力的监测对于维持土坡稳定具有重要意义。
The strength of the soil is very important in civil engineering. It is a key for calculating the subsoil bearing capacity, the slope stability and the earth pressure on the retaining wall.
土的强度在土木工程中有重要意义，它是计算地基承载力、土坡稳定性和挡土墙上土压力的关键。
The influence of the soil shearing strength index on slope stability is recommended, and the inducing factor of rainfall on formation cracking and slip failure in the surface of slope is presented.
讨论了粘性土在不同固结状态下的强度指标变化规律，阐述了土的强度指标对滑坡稳定性的影响，以及雨水对滑坡崩塌滑动的诱发作用。
Some regularity of reliability analysis on soil slope stability is discussed by using JC method which is a reliability analysis method.
采用可靠度分析的JC法，对土坡稳定可靠度分析中的若干规律进行了探讨。
Stability control of expansive soil slope is one difficult problem of engineering construction.
膨胀土边坡稳定性控制是工程建设的一大难题。
Finally, through the analysis on specific example of slope failure, the assessment process, analysis methods and their results on soil slope stability are verified.
最后，通过对具体边坡破坏实例的分析，对土质边坡稳定性评价的流程、分析方法及其计算结果进行验证。
The surface erosion of expansive soil slope was a kind of common phenomena, so the slope surface protection was an important way to keep the slope stability.
坡面冲刷是膨胀土边坡常见的坡面失稳形式之一，坡面防护对膨胀土边坡的稳定十分重要。
This method can also be used in the stability analyses of the embankment, the soft soil roadbed, the rock slope, etc.
该方法亦可用于路堤、软土路基和岩质边坡等的稳定性分析。
It obtains expression of the upper bound of critical height and stability number for reinforced soil slope, which are compared with non- reinforced soil slope.
由此，确定了格栅加筋土坡临界高度的上限和稳定数，并与无加筋情况下边坡的计算结果进行了对比分析；
After the replacement measure of the canal surface, the loss of stability of the shallow surface of soil body is mainly subject to the strength of the expansion and reduction zone of slope plane.
在进行渠坡表面置换措施后，土体浅层失稳主要受控于开挖过程中坡面胀缩影响带的强度。
This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.
本文是关于土坡在有渗透水流出并经受地震荷载作用下概率方法校核稳定性的研究。
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