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作者依照规定，对水工隧洞圆形衬砌在山岩压力作用下的内力计算进行了较详尽的推导分析，以便于深刻理解规范，搞好隧洞设计。
In accordance with the provisions of the author, the calculation and calculation of the internal force of circular lining of hydraulic tunnel under the pressure of rock mass are carried out in detail in order to deeply understand the code and improve the tunnel design.