赵晨阳
讲师
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[1] Influence mechanism of initial mechanical damage on concrete permeability and tunnel lining leakage.Engineering Fracture Mechanics,2024,310
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[2] Mechanical Characteristics of Red Sandstone Subjected to Freeze–Thaw Cycles and Increasing Amplitude Cyclic Load.Rock Mechanics and Rock Engineering,2024,57:3237–3256
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[3] An elastoplastic damage model for concrete considering the influence of mesostructure on transverse deformation.Construction and Building Materials,2023,406
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[4] Arch foot stability for a large-span metro station crossing a fault fracture zone by the arch cover method.Acta Geotechnica,2023,19:379–400
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[5] Study on the geological adaptability of the arch cover method for shallow-buried large-span metro stations.Tunnelling and Underground Space Technology,2022,132
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[6] 基于损伤释放能的岩石损伤计算方法.岩石力学与工程学报,2022,41(S2):3210-3218
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[7] Asymmetric large deformation of tunnel induced by groundwater in carbonaceous shale.Bulletin of Engineering Geology and the Environment,2022,81
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[8] 含软弱结构面岩体蠕变力学模型.中南大学学报(自然科学版),2021,52(10):3541-3549
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[9] Function mechanism and analytical method of a double layer pre-support system for tunnel underneath passing a large-scale underground pipe gallery in water-rich sandy strata: a case study.Tunnelling and Underground Space Technology,2021,115
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[10] 大跨地铁车站穿越断裂带段拱盖法施工变形控制分析.铁道科学与工程学报,2020,17(5):1193-1200