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A platform for research: civil engineering, architecture and urbanism
Numerical Behavior of Reinforced Soil by Rigid Inclusion
This paper aims to assess the numerical predictions of settlement reduction of compressible soil reinforced by rigid inclusion with experimental results obtained from experiments conducted in calibration chamber. Loading tests carried out in calibration chamber are simulated in axisymmetric condition. Numerical computation focused on settlement variation both for the unreinforced soil and reinforced soil. It was found the main component of settlement of reinforced soil is quickly stabilized after loading compared to the settlement of unreinforced soil. Further, the role of efficiency has been highlighted in showing the benefit of rigid inclusion technique.
Numerical Behavior of Reinforced Soil by Rigid Inclusion
This paper aims to assess the numerical predictions of settlement reduction of compressible soil reinforced by rigid inclusion with experimental results obtained from experiments conducted in calibration chamber. Loading tests carried out in calibration chamber are simulated in axisymmetric condition. Numerical computation focused on settlement variation both for the unreinforced soil and reinforced soil. It was found the main component of settlement of reinforced soil is quickly stabilized after loading compared to the settlement of unreinforced soil. Further, the role of efficiency has been highlighted in showing the benefit of rigid inclusion technique.
Numerical Behavior of Reinforced Soil by Rigid Inclusion
Boussetta, Samia (author) / Bouassida, Mounir (author) / Zouabi, Mondher (author)
Fourth Geo-China International Conference ; 2016 ; Shandong, China
Geo-China 2016 ; 225-232
2016-07-21
Conference paper
Electronic Resource
English
Numerical Behavior of Reinforced Soil by Rigid Inclusion
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