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Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation Journal article
Guan, Zheng, Wang, Yu, Phoon, Kok Kwang. Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation[J]. Canadian Geotechnical Journal, 2024, 61(8), 1574-1592.
Authors:  Guan, Zheng;  Wang, Yu;  Phoon, Kok Kwang
Favorite | TC[WOS]:4 TC[Scopus]:3  IF:3.0/3.9 | Submit date：2024/09/03
Compressive Sampling  Data Fusion  Geotechnical Site Characterization  Joint Representation  Sparse Data  
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries Journal article
Qin, Su, Cheng, Yang, Huang, He, Zhou, Wan Huan. Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries[J]. Canadian Geotechnical Journal, 2024, 61(5), 945-958.
Authors:  Qin, Su;  Cheng, Yang;  Huang, He;  Zhou, Wan Huan
Favorite | TC[WOS]:3 TC[Scopus]:3  IF:3.0/3.9 | Submit date：2024/06/05
Bentonite  Filter Cake  Laboratory Tests  Slurry Infiltration  Tbm Tunnel  
Quantifying reliability of liquefaction severity map developed from sparse cone penetration tests Journal article
Guan, Zheng, Wang, Yu. Quantifying reliability of liquefaction severity map developed from sparse cone penetration tests[J]. Canadian Geotechnical Journal, 2023, 60(5), 623-641.
Authors:  Guan, Zheng;  Wang, Yu
Favorite | TC[WOS]:2 TC[Scopus]:2  IF:3.0/3.9 | Submit date：2023/06/05
Compressive Sensing  Cone Penetration Test  Liquefaction Potential Index  Liquefaction Severity Map  
Exploring the effects of nanoscale zero-valent iron (nZVI) on the mechanical properties of lead-contaminated clay Journal article
Chen, Yong Zhan, Zhou, Wan Huan, Liu, Fuming, Yi, Shuping. Exploring the effects of nanoscale zero-valent iron (nZVI) on the mechanical properties of lead-contaminated clay[J]. Canadian Geotechnical Journal, 2019, 56(10), 1395-1405.
Authors:  Chen, Yong Zhan;  Zhou, Wan Huan;  Liu, Fuming;  Yi, Shuping
Favorite | TC[WOS]:13 TC[Scopus]:16  IF:3.0/3.9 | Submit date：2022/05/23
Compressibility  Lead-contaminated Clay  Mechanical Properties  Nanoscale Zero-valent Iron  Strength Enhancement  
Prediction and modeling of permeability function and its application to the evaluation of breakthrough suction of a two-layer capillary barrier Journal article
W.M. Yan, C.F. Chiu, Ka-Veng Yuen. Prediction and modeling of permeability function and its application to the evaluation of breakthrough suction of a two-layer capillary barrier[J]. CANADIAN GEOTECHNICAL JOURNAL, 2017, 54(6), 778-788.
Authors:  W.M. Yan;  C.F. Chiu;  Ka-Veng Yuen
Favorite | TC[WOS]:11 TC[Scopus]:12  IF:3.0/3.9 | Submit date：2018/10/30
Bayesian Analysis  Capillary Barrier  Permeability  Random Variable  Unsaturated Soils  
Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading” Journal article
Hu, Y.Y., Zhou, W. H., Cai, Y.Q.. Reply to the discussion by Mesri and Wang on “Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”[J]. Canadian Geotechnical Journal, 2015, 127-128.
Authors:  Hu, Y.Y.;  Zhou, W. H.;  Cai, Y.Q.
Favorite |   IF:3.0/3.9 | Submit date：2022/08/20
Large strain  EVP model  Consolidation  
Large Strain Elastic Visco-Plastic Consolidation Analysis of Very Soft Clay Layers with Vertical Drains under Preloading Journal article
Hu, Y.-Y., Zhou, W. H., Cai, Y.-Q.. Large Strain Elastic Visco-Plastic Consolidation Analysis of Very Soft Clay Layers with Vertical Drains under Preloading[J]. Canadian Geotechnical Journal, 2014, 144-157.
Authors:  Hu, Y.-Y.;  Zhou, W. H.;  Cai, Y.-Q.
Favorite |   IF:3.0/3.9 | Submit date：2022/08/20
argile molle  consolidation  modèle élastique viscoplastique  grande déformation  drain vertical.  
Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading Journal article
Hu Yayuan, Zhou Wanhuan, Cai Yuanqiang. Large-strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading[J]. Canadian Geotechnical Journal, 2014, 51(2), 144-157.
Authors:  Hu Yayuan;  Zhou Wanhuan;  Cai Yuanqiang
Favorite | TC[WOS]:63 TC[Scopus]:76 | Submit date：2018/12/21
Consolidation  Elastic Viscoplastic Model  Large Strain  Soft Clay  Vertical Drain  
Reply to the discussion by Mesri and Wang on “Large-Strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading” Journal article
Hu Yayuan, Zhou Wanhuan, Cai Yuanqiang. Reply to the discussion by Mesri and Wang on “Large-Strain elastic viscoplastic consolidation analysis of very soft clay layers with vertical drains under preloading”[J]. Canadian Geotechnical Journal, 2014, 52(1), 127-128.
Authors:  Hu Yayuan;  Zhou Wanhuan;  Cai Yuanqiang
Favorite | TC[WOS]:4 TC[Scopus]:2 | Submit date：2018/12/21
Experimental study on the pullout resistance of pressure-grouted soil nails in the field Journal article
Hong, Cheng-Yu, Yin, Jian-Hua, Pei, Hua-Fu, Zhou, Wan-Huan. Experimental study on the pullout resistance of pressure-grouted soil nails in the field[J]. Canadian Geotechnical Journal, 2013, 50(7), 693-704.
Authors:  Hong, Cheng-Yu;  Yin, Jian-Hua;  Pei, Hua-Fu;  Zhou, Wan-Huan
Favorite | TC[WOS]:43 TC[Scopus]:51  IF:3.0/3.9 | Submit date：2018/11/06
Soil Nail  Cement Grout Pressure  Apparent Coefficient Of Friction  Overburden Stress