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。
This paper set up limit equation of reliability analysis for factor of safety method in the stability analysis method of slope.
主要讨论了在加筋土坡稳定分析时，加筋的切向阻力在加筋工程中起到的作用。
It's mainly discussed that tangential resistance plays a part in adding reinforced bar project when earth slope steady is analyzed.
基于潘家铮极大极小值原理，结合和声搜索算法提出了一种土坡稳定分析的新方法。
A new method of stability analysis of slopes is presented based on Panjiazheng extremum principle and harmony search method.
结果表明：文中建议的两种土坡三维破坏模式更适用于坡顶局部压力下的三维土坡稳定分析研究。
Finally, it was pointed out that the present two three-dimensional failure mechanism was reasonable and appropriate to be used as an engineering tool for slope stability analyses.
土坡稳定问题的塑性极限分析法与惯用的极限平衡分析法不同的是它考虑了土的应力——应变关系，属土坡稳定分析的新技术。
The plasticity analyses for stability problems is differentiated from the conventional limit equilibrium method by the former in consideration of the soil's stress-strain relationship.
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。
From the view of engineering, the program can successfully accomplish the stability analysis of the slope and the design of the anti-slide pile.
以国内广泛使用的传递系数法的平衡方程为基础，运用“国际结构安全度联合委员会(JCSS)”推荐的验算点法建立土坡稳定性概率分析模型。
Based balance equation of transfer coefficient method that widely used in domestic, applying checking point method recommended by JCSS, establish probability analysis for stability of slope model.
本文采用有限元追踪分析方法，考虑破裂点的应力迁移，对土坡稳定这一传统问题进行了研究。
In this paper, the problem of stabilization for soil slopes is studied by tracking analysis with the finite element method, the redistribution of stress around the fracture element is considered.
采用强度折减有限元法分析一无土钉支护三维素土坡的整体稳定性。
An elastoplastic strength reduction FEM is used to analyze the stability of the unsupported excavation slope.
因此，弹塑性模型更适合于强度折减有限元法分析土坡稳定性。
So the elastic - plasticity model is more compatible to slope stability analysis by FEM with shear strength reduction.
因此，强度折减法可以应用于土坡的稳定分析。
So the shear strength reduction method is reasonable for stability analysis of the slopes.
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。
Some regularity of reliability analysis on soil slope stability is discussed by using JC method which is a reliability analysis method.
滑坡是土坡重力侵蚀破坏的主要形式，在目前的工程实践中，土坡稳定性分析最常用的方法是圆弧条分法。
Landslide is the main failure form of earth slope under gravity erosion. In engineering practice, the circle sliced method is popularly used in slope stability assessment.
根据渗流力作用原理，建立起渗流作用下土坡稳定性的求解方程，并结合工程实例验证了该法的合理性，为边坡工程的稳定性分析提供参考。
According to the principle of seepage force, equation for stability of earth slope under seepage condition is established, and reasonableness of the method is verified by engineering example.
非均质土坡的稳定性分析评价是土力学的经典课题之一。
Stability analysis of inhomogeneous soil slope is one of classical problems for soil mechanics.
土坡稳定性分析的圆弧条分法的原理简单，公式简洁，至今仍被工程界广泛应用。
Circle sliced method, with its simple principle and brief formula, is complex in calculation process, the searching of potential slip surface also has uncertainty.
圆弧条分法是分析土坡稳定性的一种简单而有效的方法，但在确定潜在滑动面时较为繁琐，需反复试算。
The circle sliced method is a simple and effective way to analyze stability of earth slope. As searching the most possible sliding surface, tentative computation process is complicated.
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；
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.
本文在现有变分法求解土坡稳定的基础上，推导了一种能适用于任意有对称面的非均质土坡的稳定分析方法。
A new slope stability analysis method, explicitly satisfying all limiting-equilibrium equations, is presented. To make the problem statically determinate, the variational approach is used.
根据渗流力作用原理，建立起渗流作用下土坡稳定性的求解方程，并结合工程实例验证了该法的合理性，为边坡工程的稳定性分析提供参考。
The cases of calculation have already demonstrated that the complex method is reliable, practical and efficient for calculation of the soil slope stability.
根据渗流力作用原理，建立起渗流作用下土坡稳定性的求解方程，并结合工程实例验证了该法的合理性，为边坡工程的稳定性分析提供参考。
The cases of calculation have already demonstrated that the complex method is reliable, practical and efficient for calculation of the soil slope stability.
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