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根据用有限元法进行大规模现场试验条件的可逆性计算结果,提出了确定坚硬裂隙岩体计算参数的方法。同时,对制作适于所有设计结构使用荷载范围反映具体的岩层构造和岩石特征的数学模型的可行性原理进行分析。
According to the calculation results of the reversibility of large-scale field test by the finite element method, a method to determine the calculation parameters of hard rock mass is proposed. At the same time, the feasibility of making a mathematical model suitable for all design structures that use load ranges to reflect specific rock formation and rock characteristics is analyzed.