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本文利用铜街子两个典型重力坝段,五种荷载组合的应力模型试验成果,探讨了岩基中存在缓倾角断、夹层及相互切割条件下,岩基的应力、变形特性及其对大坝的影响。
In this paper, two typical gravity dam section of Tongjiezi and five kinds of load combination stress model test results are used to investigate the stress and deformation characteristics of rock subgrade and its influence on the large Dam effect.