Koyna dam, India (1967) - straight gravity dam.
科伊纳大坝，印度(1967年)铅直重力坝。
Blackbrook dam, England (1957) - straight gravity dam.
布兰科·布鲁克大坝，英格兰(1957年)- - -铅直重力坝。
Nanyi reservoir dam is a concrete gravity dam with maximum height of 96.
南一水库大坝为混凝土重力坝，最大坝高96。
Stability control against sliding is a basic control in design of gravity dam.
抗滑稳定控制是重力坝设计的基本控制。
The behaviors of fracture in pre-notched gravity dam models are studied in this paper.
本文研究了预制缝重力坝模型的断裂特性。
This paper discusses the problem of stresses in a gravity dam due to seepage pressures.
本文论述了关于重力坝在渗透压力作用下的坝体应力问题。
The stress, strain and sliding stability are important contents for the design of gravity dam.
应力应变分析和坝基抗滑稳定性是重力坝设计中的重要内容。
It bring forward apply contact model on the stability against sliding analysis of gravity dam.
提出把接触模型应用于重力坝抗滑稳定分析。
Because of its economy and safety, the masonry gravity dam is used in many medium and small-sized engineering.
浆砌石重力坝由于其经济性和安全性，在很多中小型工程中被采用。
The mode-superposition response spectrum method of cantilever is used to study the seismic response of gravity dam.
采用悬臂梁振型分解反应谱法研究重力坝地震响应。
Associating with a dam example, the influences of correlation on the system reliability of gravity dam are analysed.
结合实例分析了相关性对重力坝系统可靠度的影响。
As a result, analyzing stress-strain of gravity dam has been a concerned problem in gravity dam design and engineering.
因此，对于重力坝的应力应变状态，一直是重力坝设计中十分关注和重视的一个问题。
The structural load effect S and the resisting force R are obtained through analyzing the force condition of gravity dam.
通过对重力坝的受力分析，得到结构的荷载效应S及结构的抗力R。
It also includes a consideration of possible alternatives, such as a concrete gravity dam or an earth-fill embankment dam.
还要考虑到可能的备选方案，比如是选择混凝土重力坝还是选择填土筑堤大坝。
By random vibration theory, the effects of dam height and foundation stiffness of gravity dam on its seismic response are studied.
应用随机振动理论，研究了坝高和坝基刚度对重力坝地震响应的影响规律。
A practical model for earthquake movement input is proposed and the method for random seismic analysis of gravity dam is discussed.
提出了二维随机地震动输入实用模型，详细论述了重力坝结构随机地震动力响应的分析方法。
This project recommend concrete gravity dam plan, by means of analysis geology data, we could select dam foundation plane reasonablely.
工程拟推荐碾压混凝土重力坝方案，通过对地质勘察资料细致分析、评价，从而合理选择坝基建基面。
The foundation of Baise gravity dam has bad geological phenomena such as high elastic modulus ratio, joint fissures and large faults etc.
百色重力坝地质条件复杂，地基岩体具有高模量比、节理裂隙发育等不良地质现象。
A concrete gravity dam with 1 ~ 2 longitudinal seams and level keyways in seam surface was grouted when the concrete stays a stable temperature.
某大坝是混凝土重力坝，根据温控要求，坝体设置1 ~2条纵缝，缝面设置水平键槽，在坝体混凝土达到稳定温度后进行接缝灌浆。
The concept of nonlinear equivalent stress is proposed in this paper to solve the problem of corner stress of gravity dam near the base surface.
针对重力坝建基面角缘应力问题提出了非线性等效应力的概念。
The dam axis of Wanjiazhai Water Control Project is located in the wide U shaped channel. The dam type is a straight semi monolithic gravity dam.
万家寨水利枢纽拦河坝轴线处河道断面呈偏宽“U”字形，坝型为直线半整体式重力坝。
Middle the former hydroelectric station construction, the gravity dam mostly chooses on new and the complete rock mass, the rock mass quality is high.
以往的水电站建设当中，重力坝大都选择在新鲜和完整程度好的岩体上，岩体质量较高。
This paper studies the stress and deformation behavior of the concrete gravity dam with joints by means of mixed approach using finite element methods.
运用有限元混合法，研究了带缝重力坝的应力和变形性态。详细讨论了带缝重力坝的并缝问题，发现并缝对改善带缝坝体的受力状态效果明显。
Gravity dam mainly relies on its own gravity to maintain the stability, with large volume, good stability, but for various reasons, it still may be breaked.
重力坝主要依靠其自身的重力来维持稳定，其坝体体积大，稳定性好，但由于各种原因，仍有可能失事。
Aimed at the design demand of high RCC gravity dam for Longtan project that is about to start, the results of studies will provide the important reference basis.
研究工作针对龙滩高碾压混凝土重力坝设计的需要，其成果为即将开工的龙滩工程建设提供了重要的参考依据。
In this article three dimension FEM is adopted in the stress analysis of bottom diversion outlet and notch segment of a RCC gravity dam when flowing design flood.
本文采用三维有限元法，对碾压混凝土坝底孔缺口坝段在过流情况下，顶部未到设计龄期的碾压混凝土和大型导流底孔周边的应力分布进行了分析。
On top of that, this method is used to calculate the stress intensity factors of interface crack at the heel of gravity dam, and some useful conclusions are presented.
作为应用，文中计算了坝踵界面裂缝的应力强度因子，得出了应力强度因子随坝基弹模、库水位和缝水压力的变化规律。
The case study of a gravity dam shows that the 2-order equivalent stress is somewhat mesh independent, and suitable to be used to evaluate the corner stress of gravity DAMS.
重力坝算例说明，2阶等效应力具有一定的网格稳定性，适合在重力坝工程中比较局部角缘应力。
The failure process of the model was simulated by RFPA2D software. Simulation results show three failure modes of gravity dam, such as surficial slide, deep slide and mixed slide.
利用岩石破坏过程分析软件——RFPA2D对该模型进行数值模拟，模拟结果显示了重力坝破坏的三种模式：表层滑动、深层滑动及混合滑动。
The failure process of the model was simulated by RFPA2D software. Simulation results show three failure modes of gravity dam, such as surficial slide, deep slide and mixed slide.
利用岩石破坏过程分析软件——RFPA2D对该模型进行数值模拟，模拟结果显示了重力坝破坏的三种模式：表层滑动、深层滑动及混合滑动。
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