| | Title | Author(s) | Year | View Count |
| 1 |  | Effect of vetiver grass root on the shear strength of completely decomposed volcanic tuff and pull-out resistance of the root | Xu, L; Tham, LG; Lee, PKK | 2011 | 103 |
| 2 | | Observed long-term behavior of residual stress in jacked pile | Yu, F; Tham, LG; Yang, J; Lee, PKK | 2011 | 104 |
| 3 | | Post-installation residual stresses in preformed piles jacked into granular soils | Yu, F; Tham, LG; Yang, J; Lee, PKK | 2011 | 156 |
| 4 | | Calibration of rock joint roughness and shear strength with the use of 3D laser scanning technique | Tam, CCY; Kwong, AKL; Lee, PKK | 2011 | 105 |
| 5 | | Simulation of vibrations of Ting Kau Bridge due to vehicular loading from measurements | Au, FTK; Lou, P; Li, J; Jiang, R; Zhang, J; Leung, CCY; Lee, PKK; Lee, JH; Wong, KY; Chan, HY | 2011 | 129 |
| 6 |  | HKU's double professional civil engineering and law programme | Yeung, AT; Ng, ST; Tham, LG; Lee, PKK | 2010 | 288 |
| 7 | | Creep and shrinkage analysis of reinforced concrete frames by history-adjusted and shrinkage-adjusted elasticity moduli | Au, FTK; Liu, CH; Lee, PKK | 2009 | 228 |
| 8 | | Time-dependent strength degradation of granite | Lin, QX; Liu, YM; Tham, LG; Tang, CA; Lee, PKK; Wang, J | 2009 | 95 |
| 9 | | Behaviors of socketed H-shaped steel piles | Wang, Y; Tham, LG; Lee, PKK; Yang, J | 2008 | 148 |
| 10 | | Shrinkage analysis of reinforced concrete floors using shrinkage-adjusted elasticity modulus | Au, FTK; Liu, CH; Lee, PKK | 2007 | 166 |
| 11 | | Use of inert C&D materials for seawall foundation: Quality control measures | Yeung, AT; Tham, LG; Lee, PKK; Mok, KY; Pei, G | 2007 | 187 |
| 12 | | Discussion: behaviour of jacked and driven piles in sandy soil | Yang, J; Tham, LG; Lee, PKK; Chan, ST; Yu, F | 2007 | 184 |
| 13 |  | The application of automatic data collection and wireless transmission technique to the monitoring of geotechnical problems | Kwong, AKL; Han, X; Lee, CF; Tham, LG; Lee, PKK; Zhao, WB | 2007 | 270 |
| 14 | | Closure to "Observed performance of long steel h-piles jacked into sandy soils" by J. Yang, L. G. Tham, P. K. K. Lee and F. Yu | Yang, J; Tham, LG; Lee, PK; Yu, F | 2007 | 52 |
| 15 | | Test and numerical analysis of model rock-socketed pile | Wang, Y; Tham, LG; Lee, PKK | 2007 | 103 |
| 16 | | Estimation of shrinkage effects on reinforced concrete podiums | Liu, CH; Lee, PKK; Au, FTK | 2006 | 198 |
| 17 | | Design, fabrication, and assembly of a large oedometer | Ng, AMY; Yeung, AT; Lee, PKK; Tham, LG | 2006 | 147 |
| 18 | | Observed performance of long steel H-piles jacked into sandy soils | Yang, J; Tham, LG; Lee, PKK; Yu, F | 2006 | 164 |
| 19 | | Use of inert C&D materials for seawall foundation: A field-scale pilot test | Yeung, AT; Mok, KY; Tham, LG; Lee, PKK; Pei, G | 2006 | 181 |
| 20 | | Behaviour of jacked and driven piles in sandy soil | Yang, J; Tham, LG; Lee, PKK; Chan, ST; Yu, F | 2006 | 157 |
