The Concrete facing is a main imperious structure of rockfill dam.

混凝土面板是堆石坝的主要防渗体。

Shuibuya dam is currently the highest concrete face rockfill dam in the world.

水布垭面板堆石坝是目前世界上最高的面板堆石坝。

The maximum dry density is a mainly index of compaction quality for rockfill material.

最大干密度是确定填石料压实质量的一个主要指标。

The stress-strain behaviour of rockfill is seriously influenced by the particle breakage.

颗粒破碎对堆石体的应力应变特性具有十分重要的影响。

The major dam of Nierji water project is an earth- rockfill dam with asphalt concrete core.

尼尔基工程主坝为沥青混凝土心墙土石坝，主坝工程施工采用两期导流方式。

A new in-situ direct shear testing method for large-grained rockfill materials is introduced.

介绍了一种适用于大颗粒堆石材料的新型现场直剪试验法。

The article introduces several development of concrete face rockfill dam construction in recent years.

文章主要介绍近年来混凝土面板堆石坝建设的若干新进展。

For the concrete faced rockfill dam, the deformation control is the key to the design and construction.

对面板堆石坝而言，坝体变形控制是设计和施工的首要问题。

The plinth is an important part for a concrete faced rockfill dam. Its major role is to prevent seepage.

趾板是混凝土面板堆石坝的重要组成部分，其主要作用是防渗。

The plinth is an important part for a concrete faced rockfill darn. Its major role is to prevent seepage.

摘要趾板是混凝土面板堆石坝的重要组成部分，其主要作用是防渗。

Prediction of earthquake induced permanent deformation of concrete faced rockfill DAMS is of great importance.

混凝土面板堆石坝地震永久变形的预测非常重要。

The face slab rockfill dam of Shuibuya Hydropwer Station is the highest one being built in the world at present.

水布垭水电站混凝土面板堆石坝，属目前在建的世界第一高面板堆石坝。

In combination with the Yemen's actual conditions, it is reasonable to adopt overflow concrete face rockfill dam.

结合也门国的实际情况，采用溢流混凝土面板堆石坝比较适用。

Rockfill seepage constantly is considered in rockfill structure of the hydraulic and waterway and ocean engineering.

堆石渗流是水利、水运和海洋工程中常见到的问题。

At present, there is only few research concerning the structural design theory of overflow concrete face rockfill dam.

目前关于溢流混凝土面板堆石坝的结构设计理论的研究尚不多，仅有少量的实验。

The effects of the stratification of rockfill on the seepage field and the stability of the dam slope were highlighted.

指出填料严重分层后对坝体渗流场的影响以及对坝坡渗透稳定性的不利影响。

Stress, deformation and stability analysis of the same cemented-rockfill dam are compared before and after optimization.

比较了优化前后坝体的应力、变形与稳定分析结果。

Songshan concrete face rockfill dam is the head project of Songshan diversion works for Songjianghe water power station.

松山混凝土面板堆石坝是松江河水电站松山引水枢纽头部工程。

The solution for the seepage through earth rockfill DAMS and the analysis of the seepage observation data are complicated.

土石坝的渗流的求解及其观测资料的分析是一个复杂的问题。

The theory and method of health diagnose for earth-rockfill dam are hot issues in the research domain of dam safety monitoring.

本文结合土石坝特点，应用力学和数学理论展开对土石坝健康诊断理论与方法的研究。

Permeability performance of rockfill is closely related to the particle shape, particle-size and its distributing characteristics.

砂砾石填料的渗透特性与颗粒的形状、大小及分布特征关系密切。

The Xiaoshan Hydropower Station consists of reinforced concrete face rockfill dam, bank spillway, diversion system and power house.

小山水电站工程由钢筋混凝土面板堆石坝、岸坡溢洪道、引水系统及发电厂房组成。

Rockfill is elastoplastic itself and its stress-strain relationship is nonlinear. So the calculation method must be incremental FEM.

堆石体本身为弹塑性结构，应力和变形呈非线性关系，故确定计算方法采用增量有限元法；

Concrete face rockfill dam is a new dam type and its safety monitoring technology is extremely important for the safety of a project.

混凝十面板堆石坝是一种新坝型，面板坝的安全监测技术，对工程的安全至关重要。

Through the comparison, An express and effective method of testing the maximum dry density of Rockfill material has been put forward.

通过相互对比，提出了一种快速、合理的方法来确定填石料室内的最大干密度。

The concrete crushing type sidewall technology is a new method for constructing the upstream side slope of concrete face rockfill dam.

混凝土挤压式边墙技术是混凝土面板堆石坝上游坡面施工的新方法。

The reliability of seepage prevention system is a key problem for high rockfill dam built on the foundation of large overburden depth.

在深覆盖层地基上修建高土石坝，其防渗体系的可靠性是一项关键技术问题。

The results show that it is feasible to make use of local materials to construct high concrete faced rockfill dam for Shuibuya project.

试验研究结果表明，就筑坝材料来说，水布垭工程就地取材，修建高混凝土面板堆石坝是可行的。

This solution can be widely promoted for general rockfill slope protection in other fields such as railway , highway , river dike etc .

这一技术在铁路、公路和拦河堤坝等一般堆石坡面施工中的推广应用前景也十分广阔。

Through calculation and synthetical analysis, the paper draws conclusions about earthquake response of rockfill DAMS on deep overburden.

通过实例计算和分析，表明复盖层的分布对其上堆石坝的地震响应影响较大。