| Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand CWW Ng, J Shi, Y Hong Canadian Geotechnical Journal 50 (8), 874-888, 2013 | 179 | 2013 |
| Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel J Shi, CWW Ng, Y Chen Computers and Geotechnics 63, 146-158, 2015 | 161 | 2015 |
| Numerical modeling of tunneling effect on buried pipelines Y Wang, J Shi, CWW Ng Canadian Geotechnical Journal 48 (7), 1125-1137, 2011 | 131 | 2011 |
| Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation J Shi, Z Fu, W Guo Computers and Geotechnics 106, 108-116, 2019 | 89 | 2019 |
| Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay J Shi, G Liu, P Huang, CWW Ng Tunnelling and Underground Space Technology 50, 282-295, 2015 | 86 | 2015 |
| Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation CWW Ng, J Shi, D Mašín, H Sun, GH Lei Canadian Geotechnical Journal 52 (11), 1811-1829, 2015 | 80 | 2015 |
| Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand QP Cai, JM Peng, CWW Ng, JW Shi, XX Chen Computers and Geotechnics 111, 137-146, 2019 | 78 | 2019 |
| Three-dimensional centrifuge modeling of ground and pipeline response to tunnel excavation J Shi, Y Wang, CWW Ng Journal of Geotechnical and Geoenvironmental Engineering 142 (11), 04016054, 2016 | 76 | 2016 |
| Performance of a deep excavation and its effect on adjacent tunnels in Shanghai soft clay GB Liu, P Huang, JW Shi, CWW Ng Journal of Performance of Constructed Facilities 30 (6), 04016041, 2016 | 70 | 2016 |
| Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation CWW Ng, HS Sun, GH Lei, JW Shi, D Mašín Canadian Geotechnical Journal 52 (11), 1685-1698, 2015 | 66 | 2015 |
| Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand J Shi, J Wei, CWW Ng, H Lu Computers and Geotechnics 116, 103216, 2019 | 62 | 2019 |
| A simplified method to estimate three-dimensional tunnel responses to basement excavation J Shi, CWW Ng, Y Chen Tunnelling and Underground Space Technology 62, 53-63, 2017 | 45 | 2017 |
| Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay J Shi, C Ding, CWW Ng, H Lu, L Chen Tunnelling and Underground Space Technology 97, 103247, 2020 | 44 | 2020 |
| Numerical parametric study of tunneling-induced joint rotation angle in jointed pipelines J Shi, Y Wang, CWW Ng Canadian Geotechnical Journal 53 (12), 2058-2071, 2016 | 43 | 2016 |
| Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel J Shi, X Zhang, Y Chen, L Chen Tunnelling and Underground Space Technology 72, 145-153, 2018 | 41 | 2018 |
| Field investigation of collapse of a 13-Story high-rise residential building in Shanghai WD Wang, Q Li, Y Hu, JW Shi, CWW Ng Journal of Performance of Constructed Facilities 31 (4), 04017012, 2017 | 36 | 2017 |
| A simplified method to estimate curvatures of continuous pipelines induced by normal fault movement J Shi, Y Wang, Y Chen Canadian Geotechnical Journal 55 (3), 343-352, 2018 | 32 | 2018 |
| Three-dimensional centrifuge modeling of the influence of side-by-side twin tunneling on a piled raft H Lu, J Shi, CWW Ng, Y Lv Tunnelling and Underground Space Technology 103, 103486, 2020 | 29 | 2020 |
| Centrifuge modeling of tunneling-induced ground surface settlement in sand H Lu, J Shi, Y Wang, R Wang Underground Space 4 (4), 302-309, 2019 | 28 | 2019 |
| Buried pipeline responses to ground displacements induced by adjacent static pipe bursting J Shi, Y Wang, CWW Ng Canadian geotechnical journal 50 (5), 481-492, 2013 | 28 | 2013 |
Charles W. W. NgHong Kong University of Science and Technology在 ust.hk 的电子邮件经过验证
