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在岩体工程稳定性分析中,力学参数的选取会对计算结果产生重大影响。所以如何准确的反演青岛地铁上覆岩层岩体力学参数,进一步完善青岛地区岩体分级标准是本论文要解决的问题。
In rock engineering stability analysis, the selection of mechanical parameters will have a significant impact on the calculation results. Therefore, how to accurately invert the mechanical parameters of overlying rock strata in Qingdao Subway and further improve the grading standards of rock mass in Qingdao is the problem to be solved in this thesis.