| 隘口水库沥青混凝土心墙堆石坝的 |
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| 引用本文： | 段亚辉,罗军,方朝阳.隘口水库沥青混凝土心墙堆石坝的[J].中国农村水利水电,2005,0(3):52-55. |
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| 作者姓名： | 段亚辉 罗军 方朝阳 |
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| 作者单位： | 水资源与水电工程科学国家重点实验室,武汉大学,武汉,430072 |
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| 摘 要： | 采用弹塑性有限元法对存在高岩溶率和大尺度岩溶的隘口水库沥青砼心墙堆石坝基础的应力状态和安全状态进行了计算分析，研究了岩溶地基的处理方案，论证了处理方案的可靠性,为该工程基础处理设计提供了依据，同时也为以后类似的工程问题提供了借鉴。
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| 关 键 词： | 岩溶 基础处理 堆石坝 有限元法 |
| 文章编号： | 1007-2284(2005)03-0052-04 |
| 修稿时间： | 2004年6月15日 |
Research on Foundation Treatment of Aikou Reservoir Rock Fill Dam with Asphalt Concrete Core Wall |
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| DUAN Ya-hui,LUO Jun,FANG Chao-yang.Research on Foundation Treatment of Aikou Reservoir Rock Fill Dam with Asphalt Concrete Core Wall[J].China Rural Water and Hydropower,2005,0(3):52-55. |
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| Authors: | DUAN Ya-hui LUO Jun FANG Chao-yang |
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| Abstract: | The elastic plastic finite element method is adopted to analyze the stress state and safety form of the foundation of the Aikou Reservoir rock fill dam with asphalt concrete core wall, which has high rate and large size of karst. The treatment schemes for the karst foundation are studied, and the reliabilities of the schemes are demonstrated to provide support for the foundation treatment design, and reference for the similar projects at the same time. |
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| Keywords: | karst treatment of the foundation rock fill dam finite element method |
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