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[21] Mi Zhao, Huifang Li, Jingqi Huang*, et al. Analytical solutions considering tangential contact conditions for circular lined tunnels under longitudinally propagating shear waves. Computers and Geotechnics 2021, 137, 104301. (SCI, 中科院基础版2区/升级版1区).
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[22] Jingqi Huang, Xiaohui Chen, Xu Zhao, et al. Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-slip Fault. International Journal of Geomechanics (ASCE) 2022, accepted. (SCI, 中科院基础版3区/升级版2区).
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[23] Huifang Li, Mi Zhao, Jingqi Huang*, et al. Simplified Analytical Solutions for Deep Tunnels Subjected to Vertically Incident Shear Wave with Arbitrary Vibration Direction. Soil Dynamics and Earthquake Engineering 2022, 156: 107245. (SCI, 中科院基础版3区/升级版2区).
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[24] Mi Zhao, Hongyun Jiao, Jingqi Huang*, et al. Analytical solutions for circular tunnels under longitudinally propagating shear waves based on improved foundation beam models considering tangential interaction. Tunnelling and Underground Space Technology 2022, 123, 104444. (SCI, 中科院基础版2区/升级版1区).
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[25] Wei Wang, Yuan Wang, Jingqi Huang*, et al. Surface roughness characteristics and stochastic model of corroded steel foundation in submarine soil environment. Ocean Engineering 2022, 251, 111177. (SCI, 中科院基础版2区/升级版1区).
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[26] Zhidong Gao, Mi Zhao, Jingqi Huang*, et al. Effect of soil-rock interface position on seismic response of subway station structure. Tunnelling and Underground Space Technology 2022, 119, 104255. (SCI, 中科院基础版2区/升级版1区).
