The in-situ bearing pad test is an important method for measuring rock mass deformation property parameters with wide applications.
现场岩体承压垫板法试验是测量岩体变形特性参数应用最广泛的重要方法。
The consolidation deformation can be calculated by new method. The superiority of new method is confirmed by model parameters test and stress-strain calculation for Shuangjiangkou dam.
通过双江口堆石坝掺砾黏土心墙试验与计算，并与现有的总应力法计算结果比较，验证该总应力法算法的可行性。
The consolidation deformation can be calculated by new method. The superiority of new method is confirmed by model parameters test and stress-strain calculation for Shuangjiangkou dam.
通过双江口堆石坝掺砾黏土心墙试验与计算，并与现有的总应力法计算结果比较，验证该总应力法算法的可行性。
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