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A closed-form solution for column-supported embankments with geosynthetic reinforcement Journal article
Lin-Shuang Zhao, Wan-Huan Zhou, Xueyu Geng, Ka-Veng Yuen, Behzad Fatahi. A closed-form solution for column-supported embankments with geosynthetic reinforcement[J]. Geotextiles and Geomembranes, 2019, 47(3), 389-401.
Authors:  Lin-Shuang Zhao;  Wan-Huan Zhou;  Xueyu Geng;  Ka-Veng Yuen;  Behzad Fatahi
Favorite | TC[WOS]:47 TC[Scopus]:49  IF:4.7/4.6 | Submit date：2021/03/09
Geosynthetics  Column-supported Embankment  Soil Arching  Modulus Ratio  Stress Ratio  Axisymmetric Modelling  
A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation Journal article
Lin-Shuang Zhao, Wan-Huan Zhou, Behzad Fatahi, Xi-Bin Li, Ka-Veng Yuen. A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation[J]. Applied Mathematical Modelling, 2016, 40(21-22), 9254-9268.
Authors:  Lin-Shuang Zhao;  Wan-Huan Zhou;  Behzad Fatahi;  Xi-Bin Li;  Ka-Veng Yuen
Favorite | TC[WOS]:43 TC[Scopus]:50  IF:4.4/4.2 | Submit date：2018/12/21
Analytical Solution  Geosynthetic Reinforced Granular Fill  Euler–bernoulli Beam  Timoshenko Beam  Parametric Study  
Performance of laterally loaded piles considering soil and interface parameters Journal article
Fatahi Behzad, Basack Sudip, Ryan Patrick, Zhou Wanhuan, Khabbaz Hadi. Performance of laterally loaded piles considering soil and interface parameters[J]. Geomechanics and Engineering, 2014, 7(5), 495-524.
Authors:  Fatahi Behzad;  Basack Sudip;  Ryan Patrick;  Zhou Wanhuan;  Khabbaz Hadi
Favorite | TC[WOS]:36 TC[Scopus]:43 | Submit date：2018/12/21
Boundary Element  Finite Element  Single Pile  Soil-pile Interface