王刚
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发表时间：2024-05-25
发表刊物：人民长江
卷号：54
期号：03
页面范围：179-183
关键字：可靠度; 水工隧洞; 流变特性; 西原模型; 解析解; 锚喷支护
CN号：42-1202/TV
上一条：Reliability analysis of tunnels considering the rock-support interaction using a metamodel-based reliability method
下一条：Analysis of the Joint Bearing Capacity of Composite Cushion-Spiral Case Structures for Hydropower Stations Considering the Damage Mechanisms of Surrounding Concrete
