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Huang, Z. K., Zhang, D. M, Pitilakis, K., Tsinidis, G., Huang, H.W., Zhang, D. M, & Argyroudis, S. (2022). Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard. Soil Dyn. Earthq. Eng..162, 107456. (Most Downloaded Article)
Huang, Z.K., Argyroudis, S., Zhang, D., Pitilakis, K., Huang, H., & Zhang, D. (2022). Time-Dependent Fragility Functions for Circular Tunnels in Soft Soils. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 8(3), 04022030. (Most Read Article)
Huang, Z. K., Pitilakis, K., Argyroudis, S., Tsinidis, G., & Zhang, D. M. (2021). Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits. Soil Dynamics and Earthquake Engineering, 145, 106724. (Most Cited Article)
Huang, H., Zhang, D., & Huang, Z. (2022). Resilience of city underground infrastructure under multi-hazards impact: From structural level to network level. Resilient Cities and Structures, 1(2), 76-86. (综述，Most Downloaded Article)
黄忠凯，张冬梅. 地下结构地震易损性研究进展. 同济大学学报（自然科学版）, 2021, 49(1):49-59。(综述)
Huang, Z. K., & Zhang, D. M. (2021). Scalar-and vector-valued vulnerability analysis of shallow circular tunnel in soft soil. Transportation Geotechnics, 27, 100505.
Huang, Z. K., Pitilakis, K., Tsinidis, G., Argyroudis, S., & Zhang, D. M.(2020). Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system. Tunnelling and Underground Space Technology, 98, 103341.
Huang, Z., Argyroudis, S. A., Pitilakis, K., Zhang, D., & Tsinidis, G. (2022). Fragility assessment of tunnels in soft soils using artificial neural networks. Underground Space, 7(2), 242-253.
Huang, Z. K., Zhang, D. M., & Xie, X. C. (2022). A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils. Underground Space, 7(2), 278-293.
Huang, Z., Pitilakis, K., Zhang, D., Tsinidis, G., & Argyroudis, S. (2022). On the effects of salient parameters for an efficient probabilistic seismic loss assessment of tunnels in alluvial soils. Resilient Cities and Structures, 1(3), 24-39.
Zhang, D. M., Liu, J., Huang, Z. K., Yang, G. H., Jiang, Y., & Jia, K. (2022). Waterproof performance of tunnel segmental joints under different deformation conditions. Tunnelling and Underground Space Technology, 123, 104437.
Zhang, D. M., Xie, X. C., Huang, Z. K., Peng, M. Z., & Zhu, H. X. (2022). Observed response of maglev structure undercrossed by three shield tunnels in soft soil. Underground Space. 7(4), 636-661.
Zhang, D., Shen, Y., Huang, Z., & Xie, X. (2022). Auto machine learning-based modelling and prediction of excavation-induced tunnel displacement. Journal of Rock Mechanics and Geotechnical Engineering.
Zhang, D.M., Huang, Z.K., Zong, X., Li, Z.L., Zhang, D.M., Analytical Solution for the response of an existing tunnel to a new tunnel excavation underneath [J]. Computers and Geotechnics, 2019, 108: 197-211.
Zhang, D.M. , Huang, Z.K., Wang, R.L., Yan, J.Y., Zhang, J., Grouting-based treatment of tunnel settlement: Practice in Shanghai [J]. Tunnelling and Underground Space Technology, 2018,80: 181-196.
Zhang, D.M. , Huang, Z.K., Yin, Z.Y., Ran, L.Z., Huang, H.W., Predicting the grouting effect on leakage-induced tunnels and ground response in saturated soils [J]. Tunnelling and Underground Space Technology, 2017, 65: 76-90.
Zhang, D. M., Xie, X. C., Zhou, M. L. , Huang, Z. K., Zhang, D. M. An Incident of Water and Soil Gushing in a Metro Tunnel Due to High Water Pressure in Sandy Silt [J]. Engineering Failure Analysis, 2020, 121:105196.
Zhang, D. M., Han. L., & Huang, Z. K. (2022). A numerical approach for fluid-particle-structure interactions problem with CFD-DEM-CSD coupling method. Computers and Geotechnics, 152, 105007.
黄忠凯，张冬梅. 软土地区地表结构对盾构隧道地震响应影响的风险分析. 自然灾害学报, 2018.27(4):67-74.
黄忠凯，张冬梅. 软土地层浅埋盾构隧道地震易损性分析. 现代隧道技术, 2020.57(5):51-60.
张建辉，黄忠凯，刘祥勇，朱先发，张冬梅. 基于矢量地震动强度参数的隧道结构易损性分析. 土木与环境工程学报(中英文), 2022, 44(05),57-66.
黄忠凯，张冬梅，周文鼎，程屹歆，仝跃。 基于贝叶斯网络的盾构隧道横截面变形预测方法，现代隧道技术，2022，59（5），10-17.
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