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A study of net-section resistance of high strength steel bolted connections Journal article
Thin-Walled Structures, 2021,Volume: 159
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2021/03/11
Bolted connections  Experimental investigation  Finite element analysis  High strength steel  Net section resistance  Reliability analysis  
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation Journal article
Geotextiles and Geomembranes, 2020,Volume: 49,Issue: 1,Page: 276-288
Authors:  Wei-Bin Chen;  Tao Xu;  Wan-Huan Zhou
Favorite |  | TC[WOS]:2 TC[Scopus]:2 | Submit date:2021/03/11
Geosynthetics  Sand–smooth Geomembrane Interface  Coupled Finite Difference–discrete Element  Shear Mechanism  Microscopic Analysis  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Volume: 170
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:1 TC[Scopus]:2 | Submit date:2021/03/11
Block shear  Design method  Finite-element model  High-strength steel  Test  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Thin-Walled Structures, 2020,Volume: 151
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite |  | TC[WOS]:2 TC[Scopus]:2 | Submit date:2021/03/11
Design method  Experiment  Finite element model  High strength steel  Net section resistance  Shear lag  
Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions Journal article
Acta Geotechnica, 2020,Volume: 15,Issue: 6,Page: 1501-1512
Authors:  Wu,Shengshen;  Lok,Thomas;  Xu,Youwei;  Wang,Dong
Favorite |  | TC[WOS]:0 TC[Scopus]:1 | Submit date:2021/03/11
K0-consolidated  Over-consolidation ratios  Shear strength  Strain rate  Triaxial  
Comparison of different types of TRM composites for strengthening masonry panels Journal article
Construction and Building Materials, 2019,Volume: 219,Page: 184-194
Authors:  Wang,Xuan;  Lam,Chi Chiu;  Iu,Vai Pan
Favorite |  | TC[WOS]:19 TC[Scopus]:24 | Submit date:2021/03/09
Fabrics/textiles  Masonry  Mechanical testing  Textile reinforced mortars  
Geoenvironmental characteristics of bisphenol a contaminated soil after persulfate treatment with different activation/ enhancement methods Journal article
PLoS ONE, 2019,Volume: 14,Issue: 4
Authors:  Fuming Liu;  Yong-Zhan Chen;  Shuping Yi;  Wan-huan Zhou;  Linshen Xie;  Hongyun Ma
Favorite |  | TC[WOS]:1 TC[Scopus]:1 | Submit date:2021/03/11
Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface Journal article
Acta Geotechnica, 2019,Volume: 14,Issue: 6,Page: 1699-1716
Authors:  Wan-Huan Zhou;  Xue-Ying Jing;  Zhen-Yu Yin;  Xueyu Geng
Favorite |  | TC[WOS]:23 TC[Scopus]:29 | Submit date:2021/03/11
Discrete Element Method  Initial Fabric  Interface Roughness  Particle Sphericity Effect  Soil-structural Interface  
Root Cohesion Estimation of Riparian Trees Based on Model Uncertainty Characterization Journal article
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2018,Volume: 31,Issue: 2
Authors:  Wan-Huan Zhou;  Xiao-Hui Qi
Favorite |  | TC[WOS]:7 TC[Scopus]:7 | Submit date:2019/01/17
Model Uncertainty  Model Factor  Root Reinforcement  Wu And Waldron Model  Root Cohesion  
Simultaneous stabilization of Pb and improvement of soil strength using nZVI Journal article
Science of the Total Environment, 2018,Volume: 651,Page: 877-884
Authors:  Wan-Huan Zhou;  Fuming Liu;  Shuping Yi;  Yong-Zhan Chen;  Xueyu Geng;  Chunmiao Zheng
Favorite |  | TC[WOS]:20 TC[Scopus]:22 | Submit date:2018/12/21
Nzvi  Lead, Contaminated Soil  Physicochemical Property  Undrained Shear Strength