... , 10.1016/j.geotexmem.2009.09.012 . Hatami , K. & Bathurst , R. J. (2005). Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions . Canadian Geotechnical Journal , 42 , No. 4 , 1066 – 1085...

... walls with wide and narrow MSE walls are bulging and rotation for stronger input motions, respectively. Geosynthetics Geosynthetic Reinforced Soil Back-to-Back Walls Width to Height Ratio Acceleration Response Deformation Modes Retaining Walls Geosynthetic-Reinforced Soils Walls & Slopes...

...J. Deng; W. Guo; Y. Jiang; J.-J. Zheng; Y. Zheng This paper presents a numerical investigation of the influence of foundation soil conditions on the performance of geosynthetic reinforced soil ( GRS ) abutments under service load conditions. The backfill soil was considered as a dense sand...

...Y. Jia; J. Zhang; L. Tong; J.-J. Zheng; Y. Zheng This paper presents an experimental study on reduced scale geosynthetic reinforced soil (GRS) abutment models subjected to cyclic traffic loading, aimed at investigating the influences of cyclic load amplitude, self-weight of bridge superstructure...

... was simulated using the hyperbolic relationship proposed by Duncan et al. (1980) , which has been used successfully in many previous studies on geosynthetic reinforced soil structures (Ling and Leshchinsky 2003 ; Hatami and Bathurst 2005 , 2006 ; Yu et al. 2016 ; Zheng and Fox 2016...

...J. Zhang; W. Guo; M. Ji; J. Zhao; C. Xu; Y. Zheng This paper presents a case study of the first geosynthetic reinforced soil-integrated bridge system (GRS-IBS) with full-height rigid facings in China. Open graded gravel and biaxial geogrid were used for the GRS-IBS. Steel frames and three...

...Y. Zheng; W. Guo; P. J. Fox; J. S. McCartney This paper presents two-dimensional (2D) and three-dimensional (3D) numerical simulations of a half-scale geosynthetic reinforced soil (GRS) bridge abutment during construction and bridge load application. The backfill soil was characterized using...

...Y. Zheng; J. S. McCartney; P. B. Shing; P. J. Fox This paper presents an experimental study on the response of a half-scale geosynthetic reinforced soil (GRS) bridge abutment subjected to shaking in the direction transverse to the bridge beam. The specimen geometry, reinforcement stiffness, soil...

...Y. Zheng; P. J. Fox; J. S. McCartney This paper presents a numerical investigation of the deformation response of geosynthetic reinforced soil (GRS) mini-piers under service load conditions. The backfill soil was characterized using a nonlinear elasto-plastic constitutive model that incorporates...