堤基结构分类为堤基渗透变形、堤坡稳定性分析和堤基工程地质分段评价提供了方法和依据。
The levee classification provides the method and basis for analysis of levee foundation seepage deformation, levee slope stability and segmented evaluation on levee engineering geology.
评述的着重点是稳定性分析技术和滑坡危险性评价。
Much attention is payed to the stability analysis technique and landslide hazard assessment.
结合具体工程项目作稳定性分析评价。
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。
The computed results based on the two methods are compared, and the influence of each method on soil slope stability analysis is obtained.
运用极限平衡法、有限元法对滑坡进行稳定性分析和评价，据此提出防治方案。
The analysis and appraise for the stability of landslide were proceeded by use of LBM and FEM. And then the program of prevention and cure of landslide was proposed.
在此基础上，在不同工况条件下对灰坝进行了抗液化安全评价及抗震稳定性分析。
Based on this, the evaluations of anti liquefaction and earthquake have been made for the dam in different conditions.
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.
楔形岩体的稳定性分析和评价一直是工程界的难点，而传统评价方法又存在种种缺陷。
The stability analysis and evaluation of wedge rock mass is a difficult problem in engineering field, and there are defects in the traditional evaluation method.
并结合控制开采方法、煤柱稳定性分析、地表沉陷预计、采动滑坡区灾害预测理论以及数值模拟确定了控制开采的评价方法。
And combine control mining method, surface subsidence preplan theory, mining landslide area disaster forecast and numerical simulation studied out controlling mining estimate measure.
从石窟窟区地震荷载确定、石窟围岩地震稳定性分析、工程防护措施等环节入手，提出了石窟文物抗震安全评价的思路和方法。
The seismic safety evaluation method for grottoes is discussed from aspects of seismic load determining, seismic stability and engineering protection measures.
从石窟窟区地震荷载确定、石窟围岩地震稳定性分析、工程防护措施等环节入手，提出了石窟文物抗震安全评价的思路和方法。
The seismic safety evaluation method for grottoes is discussed from aspects of seismic load determining, seismic stability and engineering protection measures.
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