Face stability analysis of shallow shield tunneling in layered ground under seepage flow M Huang, Y Li, Z Shi, X Lü Tunnelling and Underground Space Technology 119, 104201, 2022 | 34 | 2022 |
Dynamic responses of layered poroelastic ground under moving traffic loads considering effects of pavement roughness Z Lyu, J Qian, Z Shi, Q Gao Soil Dynamics and Earthquake Engineering 130, 105996, 2020 | 31 | 2020 |
Optimization study on the reconstruction and expansion of an underground rail transit center in Shanghai soft ground S Liao, Y Fan, Z Shi, W Shao, X Kong Tunnelling and underground space technology 38, 435-446, 2013 | 31 | 2013 |
Model test on lateral loading performance of secant pile walls SM Liao, WL Li, YY Fan, X Sun, ZH Shi Journal of Performance of Constructed Facilities 28 (2), 391-401, 2014 | 23 | 2014 |
Experimental and modeling study of water-retention behavior of fine-grained soils with dual-porosity structures J Qian, Z Lin, Z Shi Acta Geotechnica 17 (8), 3245-3258, 2022 | 19 | 2022 |
Workface stability of shield tunnel considering arching effect 武军, 廖少明, 时振昊 同济大学学报 (自然科学版)(英文版) 43 (2), 0213-0220, 2015 | 19 | 2015 |
Coupled CFD–DEM investigation of erosion accompanied by clogging mechanism under different hydraulic gradients L Mu, P Zhang, Z Shi, M Huang Computers and Geotechnics 153, 105058, 2023 | 18 | 2023 |
A hybrid plastic flow rule for cyclically loaded clay Z Shi, RJ Finno, G Buscarnera Computers and Geotechnics 101, 65-79, 2018 | 18 | 2018 |
Bounding surface elasto-viscoplasticity: A general constitutive framework for rate-dependent geomaterials Z Shi, JP Hambleton, G Buscarnera Journal of Engineering Mechanics 145 (3), 04019002, 2019 | 16 | 2019 |
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity J Qian, Z Lin, Z Shi Canadian Geotechnical Journal 59 (4), 498-509, 2022 | 15 | 2022 |
Intergranular-strain elastic model for recent stress history effects on clay Z Shi, M Huang Computers and Geotechnics 118, 103316, 2020 | 14 | 2020 |
Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement L Mu, P Zhang, Z Shi, M Zhu, Z Gu Tunnelling and Underground Space Technology 131, 104793, 2023 | 12 | 2023 |
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays X Gu, Y Li, J Hu, Z Shi, F Liang, M Huang Acta Geotechnica 17 (8), 3229-3243, 2022 | 12 | 2022 |
Solution for spherical cavity expansion in state-dependent soils M Huang, S Tong, Z Shi Acta Geotechnica 16 (6), 1773-1788, 2021 | 11 | 2021 |
Simulation of cyclic strength degradation of natural clays via bounding surface model with hybrid flow rule Z Shi, G Buscarnera, RJ Finno International Journal for Numerical and Analytical Methods in Geomechanics …, 2018 | 11 | 2018 |
Constitutive modeling of three-dimensional non-coaxial characteristics of clay Z Du, Z Shi, J Qian, M Huang, Y Guo Acta Geotechnica, 1-16, 2022 | 9 | 2022 |
Evaluation of instability of quasi-saturated sand with entrapped gas due to decreasing total confining stress Z Shi, S Tong, M Huang Engineering Geology 293, 106296, 2021 | 9 | 2021 |
Modeling of laterally cyclic loaded monopile foundation by anisotropic undrained clay model M Huang, L Liu, Z Shi, S Li Ocean Engineering 228, 108915, 2021 | 9 | 2021 |
Application of a state-dependent sand model in simulating the cone penetration tests Z Chen, M Huang, Z Shi Computers and Geotechnics 127, 103780, 2020 | 9 | 2020 |
Analytical study and field investigation on the effects of clogging in slurry shield tunneling MB Liu, SM Liao, ZH Shi, HK Liu, LS Chen Tunnelling and Underground Space Technology 133, 104957, 2023 | 8 | 2023 |