指出高拱坝坝肩稳定分析应考虑坝肩岩体的动力放大和坝-地基-库水的动力相互作用，算例表明所提方法的实用价值。
It is indicated that the dynamic amplification of abutment rock body and dam-water-foundation interaction should be considered in the aseismatic stability analysis for high arch dam abutment.
本文对建筑工程中软土地基的几种常见的施工技术进行分析，希望有助于保持地基的稳定性。
In this paper, the construction project for soft soil foundation of several common construction technology are analyzed, and the hope that helps to keep the foundation stability.
稳定分析常采用的计算方法是圆弧滑动法和地基承载力法。
The frequently used methods of the stability analysis are circular slide method and ground bearing capability method.
复合土钉墙在软土地基基坑工程中得到广泛的应用，其变形和稳定性分析是设计施工中的重要问题。
Composite soil-nailed walls have been widely applied in excavation in soft subsoil. Their deformation and stability analysis are very important in the design and construction.
这种方法采用数值方法分析结构和地基的应力和应变，通过应力场和应变场来评价其稳定性。
It's employs numerical method to analyze stresses and strain of structure and its foundation. Its evaluate stability according to stress and strain field.
本文利用三维有限元法对地基沉降、填方边坡稳定性等问题进行了分析，对工程施工提出了相应的建议。
The subsidence of foundation and stability of fill slope are analyzed by means of three-dimensional finite element and Relative Suggestions are put forward for the project construction.
并以桩土应力比为纽带分析桩与桩间土体中应力应变的关系，确定桩体复合地基的竖向变形协调方程，介绍了复合地基的变形与稳定性分析方法。
Analyzed the stress-strain relation of pile and soil by the stress ratio, deduced the vertical deformation and harmony equation, introduced the analysis means of deformation and stabilization.
结构可靠度理论适合于分析复合地基稳定性问题。
The stability of foundation is analyzed by using of reliability theory.
文章还根据实际观测资料对超软弱地基上EPS路堤沉降、变位、稳定性进行了绘图对比分析和研究。
With the practical observation data, the settlement, displacement and stability of the EPS embankment in over soft ground are analyzed, and the comparative drawings are given.
拱坝—地基系统稳定分析中对坝肩破坏的研究至关重要，而目前广泛采用的有限元法不能够有效地模拟岩石基础中断层、节理等薄弱面的不连续特性。
Study of abutment failure is important in stability analysis of arch dam-foundation systems. FEM cannot effectively simulate the faults and joints in rock foundations.
考虑地基弹性变形影响，用能量法对桥墩的稳定性作了详细的分析。
The deformation effect of foundation is considered, and the stability of continuous rigid bridge pier is analyzed by means of energy method.
本文还建议一种预估地基强度增长的方法及其在稳定分析中的应用。
A method for prediction of the strength gain is proposed and its application to stability analysis described.
本文还建议一种予计地基强度增长的方法及其在稳定分析中的应用。
A method for prediction of tbe strength gain is proposed and its application to stability analysis described.
该方法能结合土体的应力分析结果进行土体稳定性分析，可用于分析地基承载力和边坡稳定等土体稳定性问题。
The stability of whole soil can be analysed by the whole soil stress analysed results. The method can be used also to analyse the soil stability problem of ground bearing capacity and slope stability.
指出高拱坝坝肩稳定分析应考虑坝肩岩体的动力放大和坝-地基-库水的动力相互作用，算例表明所提方法的实用价值。
It is indicated that the dynamic amplification of abutment rock body and dam-water-foundation interaction should be considered int...
指出高拱坝坝肩稳定分析应考虑坝肩岩体的动力放大和坝-地基-库水的动力相互作用，算例表明所提方法的实用价值。
It is indicated that the dynamic amplification of abutment rock body and dam-water-foundation interaction should be considered int...
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