CAJ | 학술논문

隧洞开挖引起的上覆岩石的位移，传统的预计模型能很好地对变形的最大值进行预计，但没有对岩石下沉过程进行研究分析。通过将隧洞开挖过程中上覆岩层移动模拟为随机过程，采用随机介质理论建立概率积分模型对隧洞开挖过程中岩石位移进行模拟分析，显示出隧洞开挖过程中岩石位移分层影响传递规律，并结合江苏某抽水蓄能电站实际观测数据，通过建立传统模型对概率积分模型的参数进行预测，模拟的岩石下沉过程对解释隧洞开挖过程中岩石移动具有一定的参考价值。
수동개알인기적상복암석적위이，전통적예계모형능흔호지대변형적최대치진행예계，단몰유대암석하침과정진행연구분석。통과장수동개알과정중상복암층이동모의위수궤과정，채용수궤개질이론건립개솔적분모형대수동개알과정중암석위이진행모의분석，현시출수동개알과정중암석위이분층영향전체규률，병결합강소모추수축능전참실제관측수거，통과건립전통모형대개솔적분모형적삼수진행예측，모의적암석하침과정대해석수동개알과정중암석이동구유일정적삼고개치。
For the overlying-rock displacement caused by tunnel excavation ,the traditional model can well predict the maximum deformation ,but it can not study and analyze the rock sinking process .Through the stochastic process simula-tion for the overlying-rock displacement caused by tunnel excavation ,the probability integrating model based on the stochastic medium theory is built to simulate the rock displacement in the process of tunnel excavation ,and the law of the layered transfer of the rock displacement in tunnel excavation is shown .Simultaneously ,combining with the observation data of a pumped storage power station in Jiangsu ,the parameters of the probability integrating model are estimated by the traditional model .The rock sinking process simulated here has a certain reference value to explain the rock displacement in the process of tunnel excavation .