Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Bouassida, Mounir (Autor:in) / Zouabi, Mondher (Autor:in)
Fourth Geo-China International Conference ; 2016 ; Shandong, China
Geo-China 2016 ; 225-232
21.07.2016
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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