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非均质围岩不同衬砌结构对隧洞稳定影响分析OA

Influence of Different Lining Structures on Tunnel Stability in Heterogeneous Surrounding Rock

中文摘要英文摘要

均质围岩的物理参数在空间上相对均匀,其力学响应是可预测的;而非均质围岩的各项力学参数,如弹性模量和黏聚力等在空间分布上呈现随机性,这些参数会直接影响岩石的破坏行为以及力学特性.而衬砌材料选择的不同,也会影响隧洞在施工以及运行时的稳定性和安全性.结合某水库输水隧洞工程采用ANSYS 进行有限元模拟,分析比较非均质围岩条件下选用钢筋混凝土衬砌和钢衬砌对隧洞稳定性的影响,结果表明钢筋混凝土衬砌在非均质围岩的适用性更好.

The physical parameters of homogeneous surrounding rock are relatively uniform in space,and their mechanical responses are predictable.In contrast,heterogeneous surrounding rock exhibits spatial randomness in mechanical parameters such as elastic modulus and cohesion,which directly affect rock failure behavior and mechanical properties.In addition,the choice of lining materials significantly influences tunnel stability and safety during both construction and operation.Taking a water conveyance tunnel project of a reservoir as a case study,finite element simulations were conducted using ANSYS to analyze and compare the stability of tunnels with reinforced concrete lining and steel lining under heterogeneous surrounding rock conditions.The results show that reinforced concrete lining exhibits better adaptability and stability in heterogeneous surrounding rock environments.

王经纬;于奎;张芷豪

黑龙江大学水利电力学院,黑龙江 哈尔滨 150080黑龙江大学水利电力学院,黑龙江 哈尔滨 150080黑龙江大学水利电力学院,黑龙江 哈尔滨 150080

建筑与水利

非均质围岩衬砌材料ANSYS水工隧洞

Heterogeneous surrounding rocklining materialANSYShydraulic tunnel

《陕西水利》 2026 (5)

16-18,3

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