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Soil-Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors Journal article
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2019,Volume: 31,Issue: 1
Authors:  Wang, Han-Lin;  Chen, Ren-Peng;  Liu, Qi-Wei;  Kang, Xin;  Wang, Yan-Wei
Favorite  |  View/Download：5/0  |  Submit date：2019/01/17
Soil-geogrid interaction  Fiber Bragg grating (FBG)  Pullout test  Dry density  Fixing condition  
Effects of relative roughness and mean particle size on the shear strength of sand-steel interface Journal article
MEASUREMENT, 2018,Volume: 122,Page: 339-346
Authors:  Su, Li-Jun;  Zhou, Wan-Huan;  Chen, Wei-Bin;  Jie, Xixi
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Surface roughness  Mean particle size  Interface shear test  Shear strength  
Deformation mechanism of strain localization in 2D numerical interface tests Journal article
ACTA GEOTECHNICA, 2018,Volume: 13,Issue: 3,Page: 557-573
Authors:  Zhu, Huaxiang;  Zhou, Wan-Huan;  Yin, Zhen-Yu
Favorite  |  View/Download：20/0  |  Submit date：2018/10/30
DEM  Interface shearing  Soil-structure interface  Strain localization  
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.
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Discrete Element Method  Interface Roughness  Interface Shear Test  Shear Band  
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  
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface Journal article
International Journal of Geomechanics, 2012,Volume: 12,Issue: 3,Page: 309-317
Authors:  Yin J.-H.;  Hong C.-Y.;  Zhou W.-H.
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Dilation  Grouting Pressure  Maximum Shear Stress  Nail-soil Interface  Overburden Pressure  
Analytical study on progressive pullout behavior of a soil nail Journal article
Journal of Geotechnical and Geoenvironmental Engineering, 2012,Volume: 138,Issue: 4,Page: 500-507
Authors:  Hong C.-Y.;  Yin J.-H.;  Zhou W.-H.;  Pei H.-F.
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Analytical Study  Parametric Study  Progressive Interaction  Pullout Resistance  Soil Nail  
Mechanical characterization of board-level 63Sn37Pb and lead-free solder sphere attachment on Cu-pad/Ni/Au surface finish substrate Conference paper
Proceedings of 5th Electronics Packaging Technology Conference, EPTC 2003
Authors:  Fan J.-W.;  Kuo C.-T.;  Yip M.-C.
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Characterization of Interfacial Properties in Fiber‐Reinforced Cementitious Composites Journal article
Journal of the American Ceramic Society, 1991,Volume: 74,Issue: 9,Page: 2156-2164
Authors:  Li Z.;  Mobasher B.;  Shah S.P.
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bonds  cements  fibers  interfaces  pullout