Practices in Constructing High Rockfill Dams on Thick Overburden Layers

Z. Fu, Sheng-shui Chen, Enyue Ji
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引用次数: 5

Abstract

Rockfill dams are very widely constructed all over the world due to their good adaptability to diverse geological and geographical conditions, and their relatively low cost compared to other dam types. However, natural satisfactory sites are increasingly difficult to find in many countries due to past dam development. In some circumstance, building dams over thick overburden layers is unavoidable. In this chapter, Chinese practices in constructing high earth and rockfill dams over thick overburden layers are reviewed. The geological and geotechnical investigation techniques are briefly summarized, and seepage control systems of some selected cases as well as the connection of the impervious systems of both the dams and their foundation layers are described. Commonly used foundation improvement techniques are also presented, followed by simple descriptions of aspects that require further research and development.
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厚覆盖层高堆石坝的施工实践
由于堆石坝对不同的地质和地理条件具有良好的适应性,并且与其他类型的大坝相比,其成本相对较低,因此在世界范围内得到了广泛的建设。然而,在许多国家,由于过去的水坝建设,自然条件令人满意的地点越来越难找到。在某些情况下,在厚厚的覆盖层上修建水坝是不可避免的。在这一章中,回顾了中国在厚覆盖层上建造高土坝和堆石坝的实践。简要总结了地质和岩土工程勘察技术,并介绍了一些选定案例的防渗系统以及大坝与地基防渗系统的连接。本文还介绍了常用的地基改善技术,并对需要进一步研究和发展的方面进行了简单的描述。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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Three-Dimensional CFD Simulations of Hydrodynamics for the Lowland Dam Reservoir Influence of Geological Structure on Dam Behavior and Case Studies Seismic Crack Investigation in an Earth Dam by Centrifugal Loading Test Large-Scale Modeling of Dam Break Induced Flows Practices in Constructing High Rockfill Dams on Thick Overburden Layers
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