Browse "Department of Civil Engineering" by Title
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| Title | Author(s) | Year | View Count |
 | Fabric anisotropy of granular materials: a microscale modeling | Yang, J; Dai, B | 2010 | 396 |
 | Fabric evolution in a numerical direct shear test | Yan, WM | 2009 | 191 |
 | Fabric evolution of two-dimensional idealized particle assemblage during shear | Luo, Sai; 罗赛 | 2012 | 64 |
| Fabric of granular materials at the critical state | Yan, RWM; Zhang, L | 2012 | 79 |
| Facilitating rational construction procurement selection through artificial intelligent approaches | Ng, TST | 2004 | 83 |
| Factors affecting site response to multi-directional earthquake loading | Yang, J; Yan, XR | 2009 | 299 |
| Factors affecting the steady state of CDG loose fills | Law, KT; Lee, CF; Zhai, Y | 1999 | 99 |
| Factors contributing to the success of equipment-intensive subcontractors in construction | Thomas Ng, S; Tang, Z; Palaneeswaran, E | 2009 | 222 |
| Factors Facilitating Faster Construction | Kumaraswamy, MM; Chan, WM | 1999 | 523 |
| Factors governing failure mechanisms of rock engineering problems in Hong Kong | Kwong, AKL | 2004 | 113 |
| Factors influencing the success of PPP at feasibility stage: a tripartite comparison study in Hong Kong | Ng, ST; Wong, YMW; Wong, JMW | 2012 | 84 |
| Factors influencing time and cost overruns in construction projects in the Gaza Strip: Consultant's view | Enshassi, A; Kumaraswamy, MM; Al-Najjar, J | 2010 | 36 |
| Factors pertinent to the selection of architectural and building services consultants | Ng, TST | 2004 | 77 |
| Failure Behaviour of Minerals in Granite under Uniaxial Compressive Condition | Li, L; Lee, PKK; Tsui, Y; Tham, LG | 1999 | 113 |
| Failure characteristic of Hong Kong granite | Yu, Feng; 俞峰 | 2001 | 325 |
| Failure of granite under constant loading | Lin, QX; Tham, LG; Yeung, MR; Lee, PKK | 2004 | 436 |
| Failure of reinforced concrete beam-columns | Law, Siu-seong.; 羅紹湘 | 1985 | 310 |
| Failure of saturated sand in non-symmetric cyclic loading | Yang, J; Sze, HY | 2010 | 254 |
| Failure of saturated sandy soils due to increase in pore water pressure | Junaideen, Sainulabdeen Mohamed. | 2005 | 624 |
| Failure process of granite | Li, L; Lee, PKK; Tsui, Y; Tham, LG; Tang, CA | 2003 | 141 |
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