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.
利用简单条分法对海床和建筑物进行稳定性分析，在滑动面上考虑波浪附加应力的影响。
The influence of wave induced excess stresses on the slip surface is considered in the stability analysis.
运用圆弧条分法对尾矿库坝体稳定性进行了分析，建立了计算几何模型，计算出坝体安全性系数。
Using the circular arc Swedish method in tailing pond dam body stability analysis, the paper establishes the computation geometry model, calculates the dam body safety coefficient.
研究了层状边坡稳定性分析计算方法，提出了适合此类边坡稳定性分析的水平条分法。
This paper studied the computing method for the stability analysis of layered strata slopes and developed the horizontal slice method (HSM) for such slopes.
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.
若基坑的深度与直径之比小于10，则可忽略“拱效应”，将其看成平面边坡，用条分法对其进行稳定性分析。
If the ratio of depth to diameter of pit is less than 10, the arching effect may be ignored and the circular foundation pit can be analyzed as plane slopes with the method of slices.
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.
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.
算例分析表明，所给一般条分法的加速度系数显式解是正确的，所给方法是合理有效的。
The example analysis indicates that the proposed explicit solution to the acceleration factor for general slice method is correct and the proposed method is reasonable and effective.
本文为边坡稳定性分析提出一种属于非严格条分法的新条分法。
The new method of slices for slope stability analysis is presented.
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.
结合有限元方法或有限差分法和极限平衡法各自的优点详细分析边坡稳定性，提出了基于条分法和容重增加法耦合分析的基本原理及边坡安全系数的计算程序。
On the basis of the slice and gravity increase methods, a fundamental principle of couple analysis, and a procedure for calculating the slope safety factor were put forward.
工程中的支护参数，用极限平衡理论进行分析，用条分法进行校核。
Support parameters are analyzed by theory of limit equilibrium and verified by method of slices, and adjusted in time.
本文应用变分法和有限条法分析箱形梁桥的剪滞效应。
In this paper, the shear lag effect in box girder Bridges is analysed by means of variational calculus and finite strip method.
本文应用变分法和有限条法分析箱形梁桥的剪滞效应。
In this paper, the shear lag effect in box girder Bridges is analysed by means of variational calculus and finite strip method.
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