Observational Construction of the Multi-Step Type Multi-Anchored Reinforced Soil Retaining Wall

Author(s):  
T. Konami ◽  
K. Miura ◽  
K. Misawa ◽  
S. Asahara
Author(s):  
Ripon Hore ◽  
Sudipta Chakraborty ◽  
Ayaz Mahmud Shuvon ◽  
Md. Fayjul Bari ◽  
Mehedi A. Ansary

2020 ◽  
Vol 11 (1) ◽  
pp. 1447-1465
Author(s):  
Ke Ma ◽  
Longjiang Wang ◽  
Liji Long ◽  
Yilin Peng ◽  
Guangchun He

2012 ◽  
Vol 188 ◽  
pp. 60-65
Author(s):  
Fu Lin Li ◽  
Fang Le Peng

The combined effects of the rate-dependent behavior of both the backfill soil and the geosynthetic reinforcement have been investigated, which should be attributed to the viscous property of material. A nonlinear finite element method (FEM) analysis procedure based on the Dynamic Relaxation method was developed for the geosynthetic-reinforced soil retaining wall (GRS-RW). In the numerical analysis, both the viscous properties of the backfill and the reinforcement were considered through the unified nonlinear three-component elastic-viscoplastic model. The FEM procedure was validated against a physical model test on geosynthetic-reinforced soil retaining wall with granular backfill. Extensive finite-element analyses were carried out to investigate the tensile force distributions in geosynthetic reinforcement of geosynthetic-reinforced soil retaining wall under the change of loading rate. It is found from the analyses that the presented FEM can well simulate the rate-dependent behavior of geosynthetic-reinforced soil retaining wall and the tensile force of geosynthetic reinforcement arranged in retaining wall.


2010 ◽  
Vol 33 (1) ◽  
pp. 102410 ◽  
Author(s):  
L. D. Suits ◽  
T. C. Sheahan ◽  
Guangqing Yang ◽  
Junxia Ding ◽  
Qiaoyong Zhou ◽  
...  

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