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1)  core dam
心墙坝
1.
Stability analysis of core dam on soft foundation under seepage action;
渗流作用下软基心墙坝稳定性分析
2.
Determination of compaction parameters of clay-core dam of Ni erji Reservoir;
尼尔基水利枢纽工程心墙坝粘性土料压实参数的确定
3.
A new research method for sensitivity analysis is presented from the view of closed relationship between stability and deformation,which takes the E-B model parameters effecting on dam deformation into analysis of dam slope stability,to solve some problems existed in the sensitivity analysis of dam slope stability for embankment dam including core dam.
针对目前包括心墙坝在内的土石坝坝坡稳定敏感性研究存在的不足,从稳定和变形密切相关的角度出发,将对坝体变形较为敏感的模型参数考虑到稳定分析当中去,提出了一种新的研究思路。
2)  core wall dam
心墙坝
1.
At the stages of feasibility research and design for a dam,to fit geological conditions and to fully utilize the local rock materials,core wall dam and concrete face rockfill dam were studied and compared to decide the dam type.
在湖北保康县寺坪水电枢纽工程可行性研究和设计阶段,按照坝基岩体条件以及为充分利用当地天然材料,选择黏土心墙坝和面板堆石坝进行可行性研究和方案比较。
3)  core-wall dam
心墙坝
1.
Verification of numerical simulation results of stress and deformation of core-wall dams;
心墙坝应力变形数值模拟结果验证
2.
In this paper , the development and major problems of earth and rock-fill dam, especially the core-wall dam are introduced and three kinds of constitutive models, such as Duncan E-v model, modified Cambridge model and Nanshui model are analyzed.
本文首先扼要介绍了土石坝,特别是心墙坝的发展历程和目前存在的主要问题,对目前土石坝有限元应力变形计算分析常用的三种本构模型—邓肯E-υ模型、修正剑桥模型和南水模型及其特点作了简要介绍和分析。
4)  thin core-wall dams
薄心墙坝
5)  Coreˉwall earth dam
心墙土坝
6)  core rockfill dam
心墙堆石坝
1.
Based on actual engineering of 350m high core dam building on deep overburden foundation,the stability of dynamic strength of sensitive materials,which existed in super-high core rockfill dam located in meizoseismal region and overburden foundation is discussed.
以建立在深厚覆盖层上350 m级心墙堆石坝工程实例为据,探讨了该类位于强震区域和深厚覆盖层上的超高心墙堆石坝中敏感性材料(心墙料、反滤料和砂层)的动强度稳定性。
补充资料:混凝土及钢筋混凝土心墙坝


混凝土及钢筋混凝土心墙坝
earth-rock dam with concrete or reinforced concrete core

肠。一、州尸又兰迫!江翌二‘一‘一州黔哗粉灭的摩擦缝亡。)铰缝(a)刻云自侧场合墙丈启泣食缝(泊灭辊缝图2…糕篮蕊蕊 -一 的断面、般为等腰梯形鄂坚岌锅露寰澡尘笔儡xinqiangba (earth一rockdamwithconcrete orreinforeedcon-crete core)具有棍凝土或钢筋混凝土中央防渗墙的土石坝砂心墙上、下游用透水料填坝的稳定,心墙与坝壳间设过渡层,其构又称刚性心墙坝。瘩珍图1钢筋混凝土心墙石喳坝
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