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以长沙坝水库大坝为研究对象,利用自行研发的三维有限元程序,分析比较了加固后的长沙坝坝体及基岩在面力与渗透体积力两种不同水荷载作用形式下的应力与变形,得到了一些规律性的认识和结论。
Taking the dam of Changsha Dam as the research object, the self-developed 3D finite element program was used to analyze and compare the stress and deformation of the dam and the bedrock of the reinforced Changsha dam under the different water loads Deformation, got some regular understanding and conclusion.