边坡稳定分析?。
Slicing is a basis of slope stability analysis.
条块划分是边坡稳定分析的基础。
The new method of slices for slope stability analysis is presented.
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。
Slope stability analysis is the core of slope engineering research.
边坡稳定性分析是边坡工程研究的核心。
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。
Both of them call for consideration in rock - slope stability analysis.
对边坡工程进行稳定性分析时，必须同时考虑其随机和模糊性。
It was important to search the critical slip surface in slope stability analysis.
搜索临界滑面是边坡稳定分析的一项重要工作。
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。
Conventional method of slope stability analysis is more conservative for coniform slopes.
传统的边坡稳定性分析法对于锥形边坡而言较为保守。
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。
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。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
提出了一种边坡稳定分析的三维极限平衡法。
Analyze characteristics, advantages and disadvantages of various slope stability analysis methods.
简要分析各种边坡稳定性分析方法的主要特征及其优缺点。
By the concept of the disturbing force, a disturbing function method for slope stability analysis is presented.
引入扰动力的概念，提出了边坡稳定性分析的扰动函数法。
So the elastic - plasticity model is more compatible to slope stability analysis by FEM with shear strength reduction.
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。
The slope stability analysis is studied with the nonlinear failure criterion based on the plastic upper limit theorem.
利用塑性分析上限定理，考虑岩土介质本身的非线性破坏准则，对各种不同破裂面边坡稳定性分析进行研究。
In slope stability analysis, the selection of rock mechanical parameters has direct influence on the result of the calculation.
在边坡稳定分析中，岩体力学参数的选取直接影响着计算分析的结果。
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。
This paper explores the feasibility of the use of the methods of optimization for minimizing the safety factors in slope stability analysis.
本文探索最优化方法用于寻找边坡稳定分析中最小安全系数的可能性。
Stability method based on slip surface FE stress and shear strength reduction method are two principal methods for FEM slope stability analysis.
基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。
Slope stability analysis of underground excaving is briefly introduced in this paper, and measures to protect the slope stability are put forward.
对井下开采过程中边坡稳定性分析进行了探讨，为保证矿山安全生产的边坡防护提出了整治措施。
Safety factors of slope stability analysis and limit bearing capacities of footings were solved by adopting lower bound theorem of limit analysis.
采用极限分析下限原理求解了岩土工程中基础的极限载力和边坡的安全系数。
It has been applied to the slope stability analysis of Xiaowan Power Station water intake and some results with practical value have been obtained.
它已经被应用到边坡稳定性分析小湾电站水的摄入量，并已取得了一些具有实用价值的结果。
But at present, the effect of seepage flow in unsaturated soils is often ignored in slope stability analysis, such as earth DAMS, masonry DAMS and dikes.
但目前，在土石坝渗流安全分析和坝坡稳定分析中较少考虑非饱和土渗流作用的影响。
At present, there are many slope stability analysis methods been used, but these methods have their own advantages and disadvantages of different levels.
目前，边坡的稳定性分析方法有很多，但是这些方法自身都存在着不同程度的优缺点。
Based on the topological theory and the property of polygon graph, a region-based stratum modeling method in slope stability analysis has been developed.
本文基于拓扑理论和多边形图的性质，提出了基于区域的二维边坡地层建模方法。
Gushan Iron Mine is a wellknown heavy water ore deposit. The calculation of slope infiltration field was required to do first in slope stability analysis.
姑山铁矿为大水矿床，进行边坡稳定性分析首先要进行边坡渗流场计算。
Gushan Iron Mine is a wellknown heavy water ore deposit. The calculation of slope infiltration field was required to do first in slope stability analysis.
姑山铁矿为大水矿床，进行边坡稳定性分析首先要进行边坡渗流场计算。
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