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Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation Journal article
Li, Xue, Zhou, Wan Huan, Liu, Jiankun, Wang, Chao. Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation[J]. ACTA GEOTECHNICA, 2024.
Authors:  Li, Xue;  Zhou, Wan Huan;  Liu, Jiankun;  Wang, Chao
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:5.6/6.0 | Submit date：2024/05/16
Coral Sand  Critical State  Equivalent Void Ratio  Maximum Dilation Angle  Non-plastic Fines  Stress-dilatancy  
COMBINING MULTIPLE STYLE TRANSFER NETWORKS AND TRANSFER LEARNING FOR LGE-CMR SEGMENTATION Conference paper
Fang, Bo, Chen, Junxin, Wang, Wei, Zhou, Yicong. COMBINING MULTIPLE STYLE TRANSFER NETWORKS AND TRANSFER LEARNING FOR LGE-CMR SEGMENTATION[C], 2022, 1201-1205.
Authors:  Fang, Bo;  Chen, Junxin;  Wang, Wei;  Zhou, Yicong
Favorite | TC[WOS]:1 TC[Scopus]:2 | Submit date：2022/08/05
Cardiac Segmentation  Multiscale Dilation Fusion  Style Transfer Networks  Transfer Learning  
An elastic–viscoplastic constitutive model incorporating shear dilation characteristic Journal article
Pan Ding, Yayuan Hu, Wanhuan Zhou, Xingwang Liu, Riqing Xu. An elastic–viscoplastic constitutive model incorporating shear dilation characteristic[J]. Arabian Journal of Geosciences, 2020, 13(19).
Authors:  Pan Ding;  Yayuan Hu;  Wanhuan Zhou;  Xingwang Liu;  Riqing Xu
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:1.827/1.985 | Submit date：2021/03/11
Sand  Time Dependence  3d Elastic–viscoplastic Constitutive Model  Shear Dilation  Equivalent Time Method  
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface Journal article
Yin J.-H., Hong C.-Y., Zhou W.-H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface[J]. International Journal of Geomechanics, 2012, 12(3), 309-317.
Authors:  Yin J.-H.;  Hong C.-Y.;  Zhou W.-H.
Favorite | TC[WOS]:29 TC[Scopus]:36 | Submit date：2018/12/21
Dilation  Grouting Pressure  Maximum Shear Stress  Nail-soil Interface  Overburden Pressure  
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface Journal article
Yin, J.H., Hong, C.Y., Zhou, W.H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface[J]. International Journal of Geomechanics, ASCE, 2012, 309-317.
Authors:  Yin, J.H.;  Hong, C.Y.;  Zhou, W.H.
Favorite | TC[WOS]:29 TC[Scopus]:36  IF:3.3/3.5 | Submit date：2022/08/20
Dilation  Maximum Shear Stress  Nail-soil Interface  Grouting Pressure  Overburden Pressure.  
Finite element modeling soil nail pullout behavior and effects of overburden pressure and dilation Journal article
Zhou W.-H., Yin J.-H.. Finite element modeling soil nail pullout behavior and effects of overburden pressure and dilation[J]. Yantu Lixue/Rock and Soil Mechanics, 2011, 32(SUPPL. 1), 691-696.
Authors:  Zhou W.-H.;  Yin J.-H.
Favorite |  | Submit date：2018/12/21
Dilation  Finite elements  Overburden pressure  Parametric analysis  Pullout resistance  Soil nailing  
Embedding a family of disjoint 3D meshes into a crossed cube Journal article
Dong Q., Yang X., Zhao J., Tang Y.Y.. Embedding a family of disjoint 3D meshes into a crossed cube[J]. INFORMATION SCIENCES, 2008, 178(11), 2396-2405.
Authors:  Dong Q.;  Yang X.;  Zhao J.;  Tang Y.Y.
Favorite | TC[WOS]:24 TC[Scopus]:32  IF:0/0 | Submit date：2019/02/11
3d Mesh  Crossed Cube  Dilation  Expansion  Graph Embedding  Interconnection Network