原始土坡稳定性评价并绘图；
The evaluation of the stability of primary slope and painting ;
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.
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.
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.
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 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.
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.
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.
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.
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.
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.
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.
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。
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。
This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.
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