教育经历

2018.3-2022.5澳大利亚新南威尔士大学土木工程博士研究生

2014.9-2017.6四川大学土木工程硕士研究生

2010.9-2014.6四川大学水利水电工程本科生

工作经历

2022年9月-至今，同济大学，特聘研究员、博士生导师

发表论文

[1] Liu Z, Xue J, Ye J, “The effects of unloading on drained cyclic behaviour of Sydney sand”, Acta Geotechnica, 16,9, 2021, 2791–2804.

[2] Liu Z, Xue J, Mei G, “The impact of stress disturbance on undrained cyclic behaviour of a kaolin clay and settlement of tunnels under cyclic loading”, Acta Geotechnica, 16, 12, 2021, 3947–3961.

[3] Liu Z, Xiao J, Xue J, Liu M,2023. “The effects of changing the deviatoric and spherical stresses during cyclic loading on the drained response of a sand”. Canadian Geotechnical Journal.

[4] Xiao J, Ma J, Xue J, Liu Z*, Bai Y. "The drained deformation characteristics of sand subjected to lateral cyclic loading", Geomechanics and Engineering, 2023, 34(5): 481-489.

[5] Liu Y, Zhang Z, Liu Z*, Xue J, “The effects of undercrossing tunnelling on the settlement of footing subjected to cyclic loading”, Tunnelling and Underground Space Technology, 132, 2023, 104792.

[6] Liu Z, Xue J, Ye J, Qian J, “A simplified two-stage method to estimate the settlement and bending moment of upper tunnel considering the interaction of undercrossing twin tunnels”, Transportation Geotechnics, 29, 2021, 107112.

[7] Liu Z, Xue J, Yaghoubi M, “The effects of unloading on undrained deformation of a kaolin clay under cyclic loading”, Soil Dynamics and Earthquake Engineering, 140, 2021, 106434.

[8] Liu Z, Qian J, Yaghoubi M, Xue J, “The effects of initial static deviatoric stress on liquefaction and pre-failure deformation characteristics of saturated sand under cyclic loading”, Soil Dynamics and Earthquake Engineering, 149, 2021, 106870.

[9] Liu Z, Xue J, “The deformation characteristics of a kaolin clay under intermittent cyclic loadings”, Soil Dynamics and Earthquake Engineering, 153, 2021, 107112.

[10] Liu Z, Xue J, “The deformation behaviour of an anisotropically consolidated kaolin clay under lateral cyclic loading”, Marine Georesources & Geotechnology, 40, 12, 2022,1446–1452.

[11] Li L, Liu Z*, Jin J, Xue J, “A modified method for the prediction of Monte Carlo simulation based on the similarity of random field instances”, Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 7, 2021, 37.

[12] Li L, Guan J, LiuZ*, “A random discrete element method for modeling rock heterogeneity”, Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 8, 2021, 12.

[13] Nie G, Liu Y, LiuZ*, Liang Z, Xue J, Liang Y, “The effects of drainage conditions on the cyclic deformation characteristics of over consolidated clayey soil”, International Journal of Civil Engineering,2022.

[14] Liu Y, Zhao Y, Zhang D, Liu Z*, “The long-term mechanical performance of geogrid-reinforced soil retaining walls under cyclic footing loading”, Case Studies in Construction Materials, 17, 2022, e01642.

[15] Liu Y, Liang Z, Liu Z*, Nie G, “Post-cyclic drained shear behaviour of Fujian sand under various loading conditions”, Journal of Marine Science and Engineering, 10, 2022, 1499.

[16] Liang Z, Liu Y, Liu Z*, “The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions”, Marine Georesources &Geotechnology, 2022.

[17] Xue J, Liu Z, Chen J, “Triaxial compressive behaviour of geotextile encased stone columns”, Computers and Geotechnics, 108, 2019, 53-60.