C.Y. Cheuk

Shatin Hospital — China

Engineering · Physical Sciences

16h-index1.1kcitations31works0.02yr avg
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Research Topics

Geotechnical Engineering and Underground Structures(19), Geotechnical Engineering and Soil Mechanics(11), Structural Integrity and Reliability Analysis(9), Landslides and related hazards(8), Geotechnical Engineering and Soil Stabilization(6)

Publications31 total

Influence of soil nail orientations on stabilizing mechanisms of loose fill slopes
Canadian Geotechnical Journal·2013· 30 citedOpen Access
Lateral Soil Resistance for On-bottom Pipeline Design on Clayey Seabed
HKIE Transactions·2012· 3 cited
Modelling the dynamic embedment of seabed pipelines
Géotechnique·2011· 39 cited
The transitional behavior of loosely compacted completely decomposed granite.
2011
Lateral Breakout Resistance of Shallowly Embedded Offshore Pipelines
Procedia Engineering·2011· 3 citedOpen Access
Behaviour of unsaturated residual soil slopes under the effects of rainfall infiltration
The HKU Scholars Hub (University of Hong Kong)·2010
Water Inflow during Ground Investigation and Construction at Po Shan Drainage Tunnels
HKIE Transactions·2010· 2 cited
Deformation and crack development of a nailed loose fill slope subjected to water infiltration
Landslides·2009· 27 cited
An embedded bond-slip model for finite element modelling of soil–nail interaction
Computers and Geotechnics·2009· 21 cited
Numerical modelling of soil nails in loose fill slope under surcharge loading
Computers and Geotechnics·2009· 64 cited
Correlation of Grain Size With Physicomechanical Properties of Ma On Shan Marbles
ISRM International Symposium on Rock Mechanics - SINOROCK 2009·2009
The uplift resistance of pipes and plate anchors buried in sand
Géotechnique·2008· 188 cited
Instability caused by a seepage impediment in layered fill slopes
Canadian Geotechnical Journal·2008· 41 cited
Modelling unsaturated soil slopes subjected to wetting and drying cycles
2008
Reply to the discussion by McCarron on “Large-scale modelling of soil–pipe interaction during large amplitude cyclic movements of partially embedded pipelines”Appears in Canadian Geotechnical Journal, <b>45</b>: 742–743.
Canadian Geotechnical Journal·2008· 6 citedOpen Access
Upper Bound Plasticity Analysis of a Partially-Embedded Pipe Under Combined Vertical and Horizontal Loading
SOILS AND FOUNDATIONS·2008· 18 cited
Uplift Mechanisms of Pipes Buried in Sand
Journal of Geotechnical and Geoenvironmental Engineering·2008· 197 cited
Centrifuge Modelling of Pipe Penetration Due to Dynamic Lay Effects
2008· 4 cited
Bearing capacity of embedded cylindrical object
CentAUR (University of Reading)·2008
Full scale modelling of cyclic lateral soil-pipeline interaction.
Cambridge University Engineering Department Publications Database·2007
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Frequent Co-authors

David White(13), M. D. Bolton(11), Yu Zhou(4), David A.S. Bruton(3), Malcolm Carr(3), L.G. Tham(3), LG Tham(3), Colin C. Smith(2), MC Ng(2), Charles Wang Wai Ng(1), H.W. Sun(1), Charles W.W. Ng(1), W. T. Fung(1), Limin Zhang(1), W. Andy Take(1), J.R.M.S. Oliveira(1), Y. S. Lee(1), Kok Lian Ho(1), A.Y.T. Lam(1), H. R.C. Dingle(1)