Fully considering the speciality of soil nailing, a rather precise method of stability analysis of soil nailing based on general fracture surface is presented.
充分地考虑土钉支护的特殊性，建立了一个比较精确的基于一般破裂面的土钉支护稳定性分析方法。
Moreover some random factors of orientation and friction Angle of structural surface are considered during the stability analysis of joint rock mass.
在节理岩体的稳定性分析中，考虑了各组结构面产状和摩擦角的随机性。
Based on the theory of extensive Angle analysis for slope stability, the equivalence surface method adopting disturbed energy as the criterion is proposed.
基于边坡稳定性广角度分析的理论、准则和方法，提出了以干扰能量为判据的边坡稳定性分析等值面法。
The influence of wave induced excess stresses on the slip surface is considered in the 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。
A methodology of most dangerous sliding surface search and slope stability analysis is proposed by combining mixed genetic-simulated annealing algorithms with Sweden arc method.
利用遗传模拟退火算法结合瑞典圆弧法，寻找最危险滑裂面进行边坡稳定分析。
The optimum techniques, micro-characterizes, surface analysis, catalytic performance, stability of the platinized electrode were investigated.
研究了自组法制备载铂对电极的最佳工艺条件、微观特征、表面分析、催化性能、稳定性等。
The practical analysis indicates that the deformation and stability are controlled by cataclasite structure and the effect of the structure surface far exceeds the rock block one.
模型实例分析表明：碎裂岩体结构控制着围岩变形及稳起性，而且结构面的作用远远超过岩体组成成分岩块的作用。
The calculation and analysis of jointed strata stability surface is a question worth study and discussion.
采用岩块及结构面力学参数对节理岩体的稳定性进行计算与分析，是一个值得探讨的课题。
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。
Most analysis for rock slope stability have dealt with single-faced slopes with a planar surface of a constant strike.
多数岩质边坡稳定性分析已基本解决了常走向单坡面临空的边坡平面滑动问题。
Secondly, the paper consider stability of slope surface is relationship with the shape of the slope by research and theoretical analysis.
从理论分析得出坡面在降雨的作用下，存在临界坡度。
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。
The results show that the analysis method and program in this paper are reasonable and reliable and surface infiltration will bring harmful influence on the stability of rock slope.
算例分析表明，分析方法和计算程序是合理可行的，地表入渗的确会显著降低岩坡的稳定安全系数。
The stability analysis and the dynamic characteristics analysis of a super spherical surface latticed shell assembled by self-balanced prestressed structural units is presented.
本文对这种由自平衡预应力结构单元拼装组成的大跨球面网壳进行了稳定性和自振特性分析。
Therefore whether the approach to locate the phreatic surface is appropriate or not is essential to the accuracy of the stability analysis.
因此确定浸润面位置的方法正确与否，对稳定性分析的结果是否准确至关重要。
According to the quasi-static seismic stability analysis of slope, a new method based on the assumption of circular slip surface is established.
根据遗传算法的思想和拟静力瑞典法基于圆弧滑动面的假定，提出一种用遗传算法搜索最危险滑动面及其对应的最小安全系数的方法。
According to the quasi-static seismic stability analysis of slope, a new method based on the assumption of circular slip surface is established.
根据遗传算法的思想和拟静力瑞典法基于圆弧滑动面的假定，提出一种用遗传算法搜索最危险滑动面及其对应的最小安全系数的方法。
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