| Multiscale modeling of large deformation in geomechanics W Liang, J Zhao International Journal for Numerical and Analytical Methods in Geomechanics …, 2019 | 119 | 2019 |
| 3D DEM modeling of biocemented sand with fines as cementing agents H Wu, W Wu, W Liang, F Dai, H Liu, Y Xiao International Journal for Numerical and Analytical Methods in Geomechanics …, 2023 | 78 | 2023 |
| A semi‐implicit material point method based on fractional‐step method for saturated soil S Kularathna, W Liang, T Zhao, B Chandra, J Zhao, K Soga International Journal for Numerical and Analytical Methods in Geomechanics …, 2021 | 68 | 2021 |
| Multiscale, multiphysics modeling of saturated granular materials in large deformation W Liang, J Zhao, H Wu, K Soga Computer Methods in Applied Mechanics and Engineering 405, 115871, 2023 | 43 | 2023 |
| Multiscale modeling of anchor pullout in sand W Liang, J Zhao, H Wu, K Soga Journal of Geotechnical and Geoenvironmental Engineering 147 (9), 04021091, 2021 | 42 | 2021 |
| Bearing capacity and failure of footing on anisotropic soil: A multiscale perspective W Liang, S Zhao, H Wu, J Zhao Computers and Geotechnics 137, 104279, 2021 | 39 | 2021 |
| Multiscale modeling of coupled thermo-mechanical behavior of granular media in large deformation and flow S Zhao, J Zhao, W Liang, F Niu Computers and Geotechnics 149, 104855, 2022 | 26 | 2022 |
| A thread‐block‐wise computational framework for large‐scale hierarchical continuum‐discrete modeling of granular media S Zhao, J Zhao, W Liang International Journal for Numerical Methods in Engineering 122 (2), 579-608, 2021 | 24 | 2021 |
| Scalable three‐dimensional hybrid continuum‐discrete multiscale modeling of granular media W Liang, H Wu, S Zhao, W Zhou, J Zhao International Journal for Numerical Methods in Engineering 123 (12), 2872-2893, 2022 | 20 | 2022 |
| The signature of deformation bands in porous sandstones H Wu, J Zhao, W Liang Rock Mechanics and Rock Engineering 53 (7), 3133-3147, 2020 | 20 | 2020 |
| A semi-implicit material point method for coupled thermo-hydro-mechanical simulation of saturated porous media in large deformation J Yu, J Zhao, W Liang, S Zhao Computer Methods in Applied Mechanics and Engineering 418, 116462, 2024 | 19 | 2024 |
| Pattern transitions of localized deformation in high-porosity sandstones: Insights from multiscale analysis H Wu, J Zhao, W Liang Computers and Geotechnics 126, 103733, 2020 | 19 | 2020 |
| A mortar segment-to-segment frictional contact approach in material point method W Liang, H Fang, ZY Yin, J Zhao Computer Methods in Applied Mechanics and Engineering 431, 117294, 2024 | 7 | 2024 |
| An efficient material point method framework based on the affine matrix KY He, W Liang, ZY Yin, YF Jin Computers and Geotechnics 163, 105712, 2023 | 7 | 2023 |
| Multiscale modeling of coupled thermo-hydro-mechanical behavior in ice-bonded granular media subject to freeze-thaw cycles J Yu, J Zhao, W Liang, S Zhao Computers and Geotechnics 171, 106349, 2024 | 6 | 2024 |
| A gradient-smoothed material point method for reducing cell crossing noise in large deformation problems W Liang, KY He, YF Jin, ZY Yin Computers and Geotechnics 169, 106169, 2024 | 5 | 2024 |
| Multiscale modeling of large deformation in geomechanics: a coupled MPM-DEM approach J Zhao, W Liang Proceedings of China-Europe Conference on Geotechnical Engineering: Volume 1 …, 2018 | 5 | 2018 |
| Thermo‐hydro‐mechanical coupled material point method for modeling freezing and thawing of porous media J Yu, J Zhao, S Zhao, W Liang International Journal for Numerical and Analytical Methods in Geomechanics, 2024 | 4 | 2024 |
| Multiscale modelling of large deformations in granular materials W Liang, J Zhao Proceedings of the 21st Annual Conference of HKSTAM 2017 and the 13th …, 2017 | 4 | 2017 |
| Coupled MPM/DEM multiscale modelling geotechnical problems involving large deformation W Liang, J Zhao The 16th Asian Regional Conference on Soil Mechanics and Geotechnical …, 2019 | 3 | 2019 |
Jidong ZhaoHong Kong University of Science and Technology (HKUST)確認したメール アドレス: ust.hk