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Qixin Wu
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Novel undrained servomechanism in discrete-element modeling and its application in multidirectional cyclic shearing simulations
QX Wu, ZX Yang
Journal of Engineering Mechanics 147 (3), 04020155, 2021
292021
Diffuse instability of granular material under various drainage conditions: discrete element simulation and constitutive modeling
QX Wu, TT Xu, ZX Yang
Acta Geotechnica 15, 1763-1778, 2020
272020
Numerical simulations of granular material behavior under rotation of principal stresses: micromechanical observation and energy consideration
QX Wu, ZX Yang, X Li
Meccanica 54, 723-740, 2019
232019
Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling
QX Wu, K Pan, ZX Yang
Soil Dynamics and Earthquake Engineering 143, 106597, 2021
222021
Discrete element simulations of drained granular material response under multidirectional rotational shear
QX Wu, LY Yan, ZX Yang
Computers and Geotechnics 139, 104375, 2021
192021
Undrained responses of anisotropic granular material under rotational shear by DEM
QX Wu, ZX Yang
Journal of Geotechnical and Geoenvironmental Engineering 148 (12), 04022112, 2022
172022
Effects of initial fabric anisotropy on the undrained rotational shear responses of granular material using discrete element simulations
QX Wu, JJ Zheng, ZX Yang
Acta Geotechnica 18 (10), 5175-5194, 2023
92023
Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils
Q Wu, Z Yang
International Journal for Numerical and Analytical Methods in Geomechanics …, 2023
82023
Discrete-element simulation of dense sand under uni-and bidirectional cyclic simple shear considering initial static shear effect
MD Jiang, MQ Xu, QX Wu, K Pan, ZX Yang
International Journal of Geomechanics 22 (12), 04022226, 2022
82022
Combined effects of initial static shear and continuous principal stress rotation on the liquefaction behavior of granular materials
Q Wu, F Zhao, W Xia, JJ Zheng, Y Zheng
Computers and Geotechnics 158, 105362, 2023
62023
Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading
J Wang, Q Wu, J Zheng, Y Zheng
Acta Geotechnica 19 (5), 2975-2991, 2024
42024
DEM study on the non-coaxial deformation characteristics of granular soils under various traffic loading conditions
J Wang, Y Zheng, J Zheng, Q Wu
Computers and Geotechnics 162, 105685, 2023
42023
Liquefaction behavior of inherently anisotropic sand under cyclic simple shear: Insights from three-dimensional DEM simulations
Q Wu, L Huang, F Zhao, Z Qiu, Y Zheng
Soil Dynamics and Earthquake Engineering 171, 107947, 2023
42023
Influences of particle size ratio and fines content on the suffusion characteristics of gap-graded soils
Y Zhao, Z Hu, Y Zheng, Q Wu
Granular Matter 26 (2), 52, 2024
32024
Deformation pattern of beams rested on different foundation models in nonuniform foundation conditions
H Zhou, Y Wang, W Huang, J Zheng, Q Wu
International Journal of Geomechanics 24 (1), 04023252, 2024
32024
Effects of initial static shear on undrained cyclic behavior of granular materials: energy evolution and micromechanical interpretation
QX Wu, K Pan, ZX Yang
Granular Matter 25 (1), 7, 2023
32023
Macro-and micro-mechanical behavior of CSU-LRS-1 lunar soil simulant under true triaxial loading path
Q Wu, Y Jia, H Wu, Z Yuan, X Tang, Y Zheng, H Zhao
Granular Matter 26 (3), 63, 2024
22024
Effects of intermediate principal stress on the granular material behavior under partial drainage conditions
Q Wu, SF Faraji, Y Zheng, J Zheng
Acta Geotechnica 19 (5), 2629-2648, 2024
22024
Investigating the influence of particle shape on discrete element modeling of granular soil under multidirectional cyclic shearing
MQ Xu, K Pan, B Duan, QX Wu, ZX Yang
Soil Dynamics and Earthquake Engineering 189, 109097, 2025
12025
Load transfer and failure mechanisms of GRS bridge abutments: Insights from DEM simulations
Y Jia, Q Wu, J Zhang, Y Zheng
Computers and Geotechnics 180, 107088, 2025
2025
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Artiklar 1–20