| 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 |
| 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 |
| 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 | 29 | 2020 |
| 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 |
| A hybrid plastic flow rule for cyclically loaded clay Z Shi, RJ Finno, G Buscarnera Computers and Geotechnics 101, 65-79, 2018 | 18 | 2018 |
| 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 | 18 | 2015 |
| 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 | 17 | 2022 |
| 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 | 16 | 2023 |
| 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 |
| Intergranular-strain elastic model for recent stress history effects on clay Z Shi, M Huang Computers and Geotechnics 118, 103316, 2020 | 13 | 2020 |
| 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 | 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 |
| 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 | 10 | 2023 |
| 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 | 10 | 2018 |
| 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 | 9 | 2022 |
| 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 |
| 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 |
| 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 | 8 | 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 | 8 | 2021 |
| Tunnel face stability model for layered ground with confined aquifers M Huang, Y Li, Z Shi, X Lü Tunnelling and Underground Space Technology 132, 104916, 2023 | 6 | 2023 |
Jiangu QianTongji University確認したメール アドレス: tongji.edu.cn
