| Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay M Shakeel, CWW Ng Computers and Geotechnics 96, 55-72, 2018 | 81 | 2018 |
| Performance of elevated energy pile groups with different pile spacing in clay subjected to cyclic non-symmetrical thermal loading CWW Ng, A Farivar, SMMH Gomaa, M Shakeel, F Jafarzadeh Renewable Energy 172, 998-1012, 2021 | 35 | 2021 |
| Performance of existing piled raft and pile group due to adjacent multipropped excavation: 3D centrifuge and numerical modeling CWW Ng, M Shakeel, J Wei, S Lin Journal of Geotechnical and Geoenvironmental Engineering 147 (4), 04021012, 2021 | 29 | 2021 |
| Static liquefaction mechanisms in loose sand fill slopes CWW Ng, PA Crous, Z Min, M Shakeel Computers and Geotechnics 141 (104525), 2022 | 17 | 2022 |
| Effects of the skew angle of new tunneling on an existing tunnel: Three-dimensional centrifuge and numerical modeling CWW Ng, YYA Wong, M Shakeel Canadian Geotechnical Journal, 2022 | 8 | 2022 |
| Numerical study on the influence of excavation depth to pile length ratio on a pile group adjacent to an excavation M Shakeel, J Wei, CWW Ng GeoEdmonton, 2018 | 1 | 2018 |
| Effects of a multi-propped excavation on adjacent floating piles M Shakeel The Hong Kong University of Science and Technology, 2019 | | 2019 |
| Three dimensional analysis on effects of tunneling induced ground movements on piled foundation M Shakeel Asian Institute of Technology Thailand, 2015 | | 2015 |
Charles W. W. NgHong Kong University of Science and TechnologyVerified email at ust.hk
