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On the interface shearing behavior between granular soil and artificial rough surfaces Conference paper
Springer Series in Geomechanics and Geoengineering, Villars-sur-Ollon, SWITZERLAND, JAN 18-20, 2017
Authors:  Jing X.-Y.;  Zhou W.-H.;  Zhu H.-X.;  Yin Z.-Y.;  Li Y.
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Discrete Element Method  Formation Of Shear Band  Scale Effect  Soil-rough Interface  
Interface Direct Shearing Behavior between Soil and Saw-tooth Surfaces by DEM Simulation Conference paper
Procedia Engineering, Delft, NETHERLANDS, JAN 10-13, 2017
Authors:  Jing X.-Y.;  Zhou W.-H.;  Li Y.
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Discrete Element Method  Interface Roughness  Interface Shear Test  Shear Band  
Measurement of unsaturated shear strength parameters of silty sand and its correlation with unconfined compressive strength Journal article
Measurement: Journal of the International Measurement Confederation, 2016,Volume: 93,Page: 351-358
Authors:  Zhou W.-H.;  Xu X.;  Garg A.
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Matric Suction  Net Normal Stress  Shear Strength  Unconfined Compression Strength  Unsaturated Soil  
Unconfined compression strength of unsaturated completely decomposed granite soil with different clay mixing ratios Conference paper
Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, Univ Cambridge, Cambridge, ENGLAND, SEP 01-03, 2014
Authors:  Zhou W.H.;  Xu X.
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Shear strength of unsaturated completely decomposed granite soil under different stress state conditions Journal article
Japanese Geotechnical Society Special Publication, 2015,Volume: 2,Issue: 4,Page: 230-235
Authors:  Zhou W.-H.;  Xu X.
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Direct Shear Test  Matric Suction  Net Normal Stress  Shear Strength  Soil-water Characteristic Curve  Unsaturated Soil  
Performance of laterally loaded piles considering soil and interface parameters Journal article
Geomechanics and Engineering, 2014,Volume: 7,Issue: 5,Page: 495-524
Authors:  Fatahi B.;  Basack S.;  Ryan P.;  Zhou W.-H.;  Khabbaz H.
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Boundary Element  Finite Element  Single Pile  Soil-pile Interface  
Progressive failure and collapse of jointed rock mass using discrete element method Conference paper
14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China, 23–27 May 2011
Authors:  Zhang M.S.;  Zhou W.H.;  Yuen K.V.;  Wang S.H.
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A rigid-flexible boundary true triaxial apparatus for testing soils in a three-dimensional stress state Journal article
Geotechnical Testing Journal, 2011,Volume: 34,Issue: 3
Authors:  Yin J.-H.;  Zhou W.-H.;  Kumruzzaman M.;  Cheng C.-M.
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Friction  Soil  Strain  Strength  Stress  True Triaxial