| Shear stiffness of granular material at small strains: Does it depend on grain size? J Yang, XQ Gu Géotechnique 63 (2), 165-179, 2013 | 245 | 2013 |
| DEM investigation on the evolution of microstructure in granular soils under shearing X Gu, M Huang, J Qian Granular Matter 16 (1), 91-106, 2014 | 190 | 2014 |
| Laboratory measurements of small strain properties of dry sands by bender element X Gu, J Yang, M Huang Soils and Foundations 53 (5), 735-745, 2013 | 183 | 2013 |
| Bender element tests in dry and saturated sand: Signal interpretation and result comparison X Gu, J Yang, M Huang, G Gao Soils and Foundations 55 (5), 951-962, 2015 | 176 | 2015 |
| A discrete element analysis of elastic properties of granular materials XQ Gu, J Yang Granular Matter 15 (2), 139-147, 2013 | 110 | 2013 |
| DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework X Gu, J Zhang, X Huang Computers and Geotechnics 128, 103787, 2020 | 100 | 2020 |
| Anisotropy of elasticity and fabric of granular soils X Gu, J Hu, M Huang Granular Matter 19, 1-15, 2017 | 85 | 2017 |
| Discrete element modeling of shear band in granular materials X Gu, M Huang, J Qian Theoretical and Applied Fracture Mechanics 72, 37-49, 2014 | 83 | 2014 |
| DEM simulations of the small strain stiffness of granular soils: effect of stress ratio X Gu, J Yang, M Huang Granular Matter 15 (3), 287-298, 2013 | 80 | 2013 |
| Discrete element modeling of the effect of particle size distribution on the small strain stiffness of granular soils X Gu, L Lu, J Qian Particuology 32, 21-29, 2017 | 72 | 2017 |
| Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading G Gao, N Li, X Gu Soil Dynamics and Earthquake Engineering 69, 251-261, 2015 | 72 | 2015 |
| Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading G Gao, J Chen, X Gu, J Song, S Li, N Li Soil Dynamics and Earthquake Engineering 93, 99-112, 2017 | 64 | 2017 |
| Effects of principal stress rotation on stress–strain behaviors of saturated clay under traffic–load–induced stress path J Qian, Z Du, X Lu, X Gu, M Huang Soils and Foundations 59 (1), 41-55, 2019 | 52 | 2019 |
| Critical state shear behavior of the soil-structure interface determined by discrete element modeling X Gu, Y Chen, M Huang Particuology 35, 68-77, 2017 | 50 | 2017 |
| of granular soils: a particulate approach X Gu, J Hu, M Huang Granular Matter 17 (6), 703-715, 2015 | 49 | 2015 |
| 上海土体小应变硬化模型整套参数取值方法及工程验证 顾晓强， 吴瑞拓， 梁发云， 高广运 岩土力学 42 (3), 833-845, 2021 | 45 | 2021 |
| Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of … Y Shan, G Cheng, X Gu, S Zhou, F Xiao Computers and Geotechnics 140, 104460, 2021 | 38 | 2021 |
| Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes X Gu, X Liang, Y Shan, X Huang, A Tessari Computers and Geotechnics 125, 103672, 2020 | 36 | 2020 |
| A micromechanics-based model for estimating localized failure with effects of fabric anisotropy J Qian, Z You, M Huang, X Gu Computers and Geotechnics 50, 90-100, 2013 | 34 | 2013 |
| Discrete element modeling of soil-structure interface behavior under cyclic loading M Huang, Y Chen, X Gu Computers and Geotechnics 107, 14-24, 2019 | 31 | 2019 |
