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Group effect on soil arching in geogrid-reinforced pile-supported embankments Journal article
Japanese Geotechnical Society Special Publication, 2017,Volume: 5,Issue: 2,Page: 130-134
Authors:  Wan-Huan Zhou;  Jun-Yuan Lao;  Yisheng Huang;  Renpeng Chen
Favorite  |  View/Download:3/0  |  Submit date:2019/04/09
Soil Arching  Group Effect  Pile-supported Embankment  Geogrid-reinforcement  Finite Element Modeling  
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.
Favorite  |  View/Download:3/0  |  Submit date:2018/12/21
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.
Favorite  |  View/Download:3/0  |  Submit date:2018/12/21
Discrete Element Method  Interface Roughness  Interface Shear Test  Shear Band  
Three-dimensional Finite Element Modelling of Soil Arching in Pile-supported Geogrid-reinforced Embankments Conference paper
Procedia Engineering, Guimaraes, Portugal, 9 4, 2016 - 9 7, 2016
Authors:  Zhou, Wan-Huan;  Lao, Jun-Yuan;  Huang, Yisheng;  Chen, Renpeng
Favorite  |  View/Download:3/0  |  Submit date:2018/11/06
A simple analytical solution to one-dimensional consolidation for unsaturated soils Journal article
International Journal for Numerical and Analytical Methods in Geomechanics, 2014,Volume: 38,Issue: 8,Page: 794-810
Authors:  Zhou W.-H.;  Zhao L.-S.;  Li X.-B.
Favorite  |  View/Download:3/0  |  Submit date:2018/10/30
Analytical Solution  Boundary Condition  Initial Condition  One-dimensional Consolidation  Ramp Loading  Unsaturated Soil  
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.
Favorite  |  View/Download:2/0  |  Submit date:2018/12/21
Friction  Soil  Strain  Strength  Stress  True Triaxial  
Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures Journal article
Canadian Geotechnical Journal, 2011,Volume: 48,Issue: 4,Page: 557-567
Authors:  Zhou W.-H.;  Yin J.-H.;  Hong C.-Y.
Favorite  |  View/Download:1/0  |  Submit date:2018/12/21
Finite Element  Grouting Pressure  Overburden Pressure  Pull-out Resistance  Slope  Soil Nailing