肖瑶瑶
Wang Gang,Niu Ben,王谦
2024-05-25
人民长江
J
54
03
179-183
可靠度; 水工隧洞; 流变特性; 西原模型; 解析解; 锚喷支护
42-1202/TV
Pre One:Reliability analysis of tunnels considering the rock-support interaction using a metamodel-based reliability method
Next One:Analysis of the Joint Bearing Capacity of Composite Cushion-Spiral Case Structures for Hydropower Stations Considering the Damage Mechanisms of Surrounding Concrete