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采用仿真模型试验,对某工程压力隧洞普通钢筋混凝土衬砌和围岩系统在内水压力作用下的反映与相互作用机理进行了研究。为该工程压力隧洞衬砌型式的合理选择提供了依据。
The simulation model test was used to study the reflection and interaction mechanism of ordinary reinforced concrete lining and surrounding rock system under pressure of internal pressure in an engineering pressure tunnel. It provided the basis for the rational choice of pressure tunnel lining type in this project.