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Qixin Wu
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Cited by
Year
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
242020
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
212021
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
182021
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
152019
Discrete element simulations of drained granular material response under multidirectional rotational shear
QX Wu, LY Yan, ZX Yang
Computers and Geotechnics 139, 104375, 2021
132021
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
122022
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
62023
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
62022
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
32023
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
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
22023
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
22023
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
12024
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
2024
Macro-and micro-scale behavior of inherently anisotropic sands under true triaxial loading paths considering partial drainage conditions
SF Faraji, J Zheng, Q Wu
Granular Matter 26 (2), 30, 2024
2024
Liquefaction resistance of anisotropically consolidated sand under monotonic and cyclic undrained torsional shear
F Zhao, Z Qiu, K Pan, Y Zheng, Q Wu
Soil Dynamics and Earthquake Engineering 179, 108553, 2024
2024
Effects of intermediate principal stress on the granular material behavior under partial drainage conditions
Q Wu, SF Faraji, Y Zheng, J Zheng
Acta Geotechnica, 1-20, 2024
2024
Effects of intermediate principal stress on the granular material behavior under
Q Wu, SF Faraji, Y Zheng, JJ Zheng
2024
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
2023
Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading
J Wang, Q Wu, J Zheng, Y Zheng
Acta Geotechnica, 1-17, 2023
2023
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