【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混凝土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
【机 构】
：
水资源与水电工程科学国家重点实验室武汉大学,水资源与水电工程科学国家重点实验室武汉大学,水资源与水电工程科学国家重点实验室武汉大学 武汉430072,武汉430072,武汉430072
论文部分内容阅读
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混凝土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。
The elastoplastic finite element method is used to calculate and analyze the stress state and safety status of the foundation of Asphalt Concrete Core Rockfill Dam with high karst rate and large-scale karst. The treatment scheme of karst ground foundation is studied, and the treatment scheme Reliability, provided the basis for the design of the project to deal with the design, but also for future similar projects provide a reference.
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