心墙

高心墙堆石坝三维有限元分析及抗震安全评价

3D-FEM Analysis and Anti-seismic Safety Evaluation for High Core-wall Rockfill Dam

沥青混凝土心墙堆石坝三维数值分析

3-D Numerical Simulation of Asphalt Concrete Core-wall Rockfill Dam

ANSYS在云龙水库心墙堆石坝三维地震反应分析中的应用

Application of ANSYS to three-dimensional seismic response analysis of Yunlong reservoir earth core rockfill dam

300m级超高土质心墙坝的长期变形特性研究

Effect of Creep Characteristic of 300m Level High Rockfill Dam with Core Wall

增大碾压沥青混凝土心墙摊铺层厚度的试验研究SBS改性沥青的制备与性能

Test on Increasing Placement Lift of Roller Compacted Asphalt - Concrete Core of Yele Dam Study on Modification of Asphalt

300m级心墙堆石坝三维有限元应力变形分析

Three-dimensional Finite Element Analysis of Stress Deformation of 300 m Level Core Rockfill Dam

堤坝防渗心墙的孔洞缺陷及其CSAMT响应特征

The hole lacuna in the dyke anti-seepage core wall and the CSAMT response characteristics

拦河大坝为粘土心墙堆石坝，最大坝高40m，其泄水建筑物由泄洪洞和溢洪道组成。

The clay core rockfill dam is 40m high with its release works consisting of a spillway and a release outlet .

本文运用5种不同的土石料应力应变模型，对一座高为100m的理想土质心墙坝的施工填筑、库水位升降等过程进行了数学模拟。

In this paper the behaviours of an ideal clay core dam of 100m in height during construction , rising and drawdown of reservoir water level have been simulated by numerical procedure .

本文通过数值方法，进行了堤坝防渗心墙CSAMT响应的理论模拟。

In this paper , via the numerical method , we carried out the theoretical simulation of the CSAMT response of the dyke anti seepage core wall .

心墙内浸润线低于计算浸润线18m，稳定浸润线尚未形成。

The phreatic line in core wall was still 18m lower than calculated phreatic line , the stationary phreatic line has not yet been formed .

黑河水利枢纽的拦河大坝为粘土心墙砂砾石坝，坝高130m。

The river retaining dam in Heihe Hydro Project , being 130 m in height , is a sandy gravel dam with the clay core wall .

枢纽建筑物为碾压式沥青心墙坝，高78m，坝顶高程为2966.00m。基岩地震加速度0.25g，地表地震加速度0.309g。

The elevation of the dam is about 2 966.00 m with the surface seismic acceleration of 0.309 g and the foundation rock seismic acceleration of 0.25 g.

大坝为沥青心墙堆石坝，大坝坝顶高程2654.5m，坝轴线长411m，最大坝高125.5m，坝顶宽度14m。

The rock-fill dam use the asphalt concrete core , with the maximum height of 125.5m and the dam crest length of 411m . The normal storage level is 2650m .

在我国，近年来建设的一批高土石坝，大都建在深厚不均匀覆盖层地基上，如冶勒水电站沥青混凝土心墙坝，其覆盖层最大深度大约420m。

In recent years , some asphalt concrete core rockfill dams are built on non-uniform thick overburden cover , such as Yele Hydropower Station , the depth of overburden cover is about 420m .

断层错动50cm对坝体包括坝壳和土质心墙本身不构成威胁，但将导致断层附近的混凝土防渗墙局部破坏。

If the dislocation is limited with 50 cm , it will not induce the failure of the dam itself , but will result in the local damage of the concrete cut-off wall nearby the fault .

研究成果表明，采取一定的工程措施后，糯扎渡的所选土料场的土料可以满足坝高260m级心墙堆石坝防渗土料的要求。

The research results showed that the earth material on the selected site when some engineering measures are taken can meet the requirement of the earth material for seepage control of the rockfill dam with core wall with the height of 260m .

乌川水库粘土心墙主坝的安全性评估

Safety evaluation on clay core of main dam in Wuchuan reservoir

基岩断层错动对心墙堆石坝的影响研究

Study on influence of fault dislocation on a core rockfill dam

土质心墙堆石坝应力和变形研究

Research on stress - strain behaviour of soil core rockfill dam

浇筑式沥青混凝土心墙在堆石坝上的应用

Applying Placement Asphalt Concrete Core Wall in rock - filled Dam

深覆盖层上沥青混凝土心墙堆石坝动力分析

Dynamic Analysis of Asphalt Concrete Core Rockfill Dams on Deep Overburden

滑坡堆积碎（砾）石土作为心墙堆石坝防渗土料的初步研究

Broken gravel soil as impervious material for rockfill dam with core

粘土心墙堆石坝的三维非线性有限元分析

Three-dimensional Non-linear Finite Element Analysis of A Clay Core Rockfill Dam

土石坝沥青混凝土心墙接头模型试验

Joint structure model test of asphalt concrete core of embankment dams

从土的压实机理分析心墙土料的压实质量控制

Analysis of compacted quality control of core material with compactness mechanism

你花了大把时间筑起心墙，汉尼拔

You spend a lot of time building walls , Hannibal .

土坝心墙原状土的三轴渗透试验

Triaxial Permeability Test on Undisturbed Soils of Earth Dam Core

云龙水库粘土心墙坝三维有限元分析

3-D FEM Analysis on Clay Core of Earth Dam of Yunlong Reservoir

土石坝沥青混凝土心墙配合比的选择

The mix choice of asphalt concrete core on Embankment Dam