Through the rock mass test, the linear relationship between critical load of the probe and its corresponding rock compressive strength is regressed.
通过岩块试验回归了探针的临界载荷和所对应的岩石单轴抗压强度之间的关系。
The numerical simulation and test results are in good agreement, which provide a new way for reasonable determination of the strength parameters of complex jointed rock mass in practical engineering.
数值模拟结果与试验测试数据较吻合，为实际工程中复杂节理岩体强度参数的合理确定提供了一条新的途径。
Result of the test indicate, shear strength of rock and soil mass improved with the increase of root content.
试验结果表明，岩土体的抗剪强度是随含根量的增加而提高。
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