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.
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。
Therefore it provides a new effective way for discerning elastic parameters of concrete dam body and rocky foundation.
从而为识别混凝土坝体和岩石基础弹性常数提供了一条新的有效途径。
The big physical volume concrete mainly uses in the big dam and responds a body, the foundation scaleboard of high building deep and large equipments foundation structure.
大体积混凝土主要用在大坝、反应堆体、高层建筑深基础底板以及大型设备基础结构。
In consideration of the rock characteristics, formation, rock structure, unloading and weathering, the quality of rock body in the dam foundation has been classified.
在考虑了岩性、构造、岩体结构、卸荷和风化等诸因素后，对大坝坝基岩体进行了岩体质量类别划分。
Characteristic water level and reservoir capacity is fixed, freeboard and dam crest is calculated, seepage prevention of dam body, dam foundation and dam sheeting is discussed.
针对除险加固措施，确定了水库特征水位与库容，计算了坝顶超高及坝顶高程，探讨了坝体和坝基防渗、坝面护坡及防冻等问题。
The foundation and dam body restrain each other , pin down one another, on the interface, the deformation of the two must be in concert and harmony.
地基和坝体相互约束，相互牵制，在接触面上，两者的变形必须协调一致。
Dam inclination monitoring can reveal the deformation regularity of a dam and its foundation, and help to determine the tilt of the dam body and its stability.
大坝倾斜监测可了解坝体及基础的变形规律，判断坝体倾覆及稳定情况，因而具有重要意义。
Foundation rocks are required to have the enough strength to bear the load of dam body.
基岩要求具有足够的强度承受坝坝身的荷载。
Dam foundation of Shapotou Water Control project is mainly composed of soft rock and the rock body deformation is the major geological problem for this project.
沙坡头水利枢纽坝基以软岩为主，岩体变形问题已是本工程的一个主要地质问题。
The model simulates the discontinuous rock body of dam foundation, the mechanical properties of rock and the entire double curvature arch dam.
试验过程模拟大坝基础的不连续岩体条件、岩体力学特性和整体双曲拱坝。
With the help of catastrophe criterion, the anomalism criterions of the crossfeed between dam body and foundation are acquired from the real contact area or fractal dimension curve vs.
并基于突变性判据，利用互馈面实际接触面积或分形维数曲线随名义应变变化的特征，得到了坝体与坝基互馈的转异判据。
It was shown that the creep deformation of the dam body and foundation was on a small level and tended to be stable.
通过对该坝的流变计算，得出坝体、坝基流变变形较小，而且基本趋于稳定的结论。
In this article, inversion analysis is conducted to ascertain the permeability coefficient for dam body and foundation based on the measured data.
根据实测资料，进行反演分析，推求坝基、坝体的渗透系数。
The two-body mechanical model of dam and foundation is presented in order to provide a new method for stability analysis of dam and foundation.
建立了重力坝和坝基相互作用的两体力学模型，为大坝与坝基的整体稳定性研究与评判提供了一条新的途径。
Based on the mathematical model of displacement distribution, a method useful to evaluate elastic modulus of dam body and its foundation is proposed, and a FEM model is for...
本文在分布位移模型的基础上提出同时推求坝体和坝基弹模的方法，使大坝的有限元模型能反映在水压作用的整个坝体变形性质。
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...
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。
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