UM

Browse/Search Results:  1-10 of 21 Help

Filters                
Selected(0)Clear Items/Page:    Sort:
A simplified axisymmetric model for column supported embankment systems Journal article
COMPUTERS AND GEOTECHNICS, 2017,Volume: 92,Page: 96-107
Authors:  Zhao, Lin-Shuang;  Zhou, Wan-Huan;  Yuen, Ka-Veng
Favorite  |  View/Download:13/0  |  Submit date:2018/10/30
Column Supported Embankment  Axisymmetric Model  Load Transfer  Modulus Ratio  Stress Ratio  
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  
Numerical Study of the Formation of Shear Bands in Soil under Interface Shearing Conference paper
Procedia Engineering, Delft, NETHERLANDS, JAN 10-13, 2017
Authors:  Zhu H.;  Zhou W.-H.;  Jing X.-Y.;  Yin Z.-Y.
Favorite  |  View/Download:5/0  |  Submit date:2018/12/21
Fabric Anisotropy  Interface Shear  Shear Band Formation  Strain Localization  
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  
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.
Favorite  |  View/Download:3/0  |  Submit date:2018/12/21
Matric Suction  Net Normal Stress  Shear Strength  Unconfined Compression Strength  Unsaturated Soil  
Local web buckling mechanism and practical design of double-coped beam connections Journal article
Engineering Structures, 2016,Volume: 125,Page: 54-69
Authors:  Yam M.C.H.;  Fang C.;  Lam A.C.C.
Favorite  |  View/Download:3/0  |  Submit date:2019/02/14
Connections  Design Methods  Double-coped Beam  Local Web Buckling  Numerical Study  
Variation of shear wave velocity of Macao marine clay during secondary consolidation Conference paper
Japanese Geotechnical Society Special Publication, Fukuoka International Congress Center Fukuoka Fukuoka Prefecture, November 9, 2015 – November 13, 2015
Authors:  Thomas M.H. Lok;  Xuantao Shi;  Shengshen Wu
Favorite  |  View/Download:1/0  |  Submit date:2019/06/06
Shear Wave Velocity  Marine Clay  Bender Element  Oedometer  Secondary Consolidation  
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.
Favorite  |  View/Download:4/0  |  Submit date:2018/12/21
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.
Favorite  |  View/Download:5/0  |  Submit date:2018/12/21
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.
Favorite  |  View/Download:2/0  |  Submit date:2018/12/21
Boundary Element  Finite Element  Single Pile  Soil-pile Interface