Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Study of Geosynthetic-Reinforced Soil Wall Subjected to Static Footing Loading
This study intends to examine the behavior of a GRS wall with static footing loading above it, while varying the positions of the footing. For the study of behavior of such complex structure, finite element modeling is handy and enables to look into the various stress/strain developed in the numerical model. In view of the above, a series of finite element (FEM) simulations using a software (Optum G2) is performed for the analysis of the GRS wall. The governing parameters, such as footing width (B), reinforcement length (L), offset distance (D), are evaluated and the effect of these factors on the ultimate bearing capacity (q) and settlement (s) of the footing is presented in this study. The results depict that the settlement of the footing substantially reduced in the range of 36% and its ultimate bearing capacity is increased to 42% more than the conventional retaining walls.
Numerical Study of Geosynthetic-Reinforced Soil Wall Subjected to Static Footing Loading
This study intends to examine the behavior of a GRS wall with static footing loading above it, while varying the positions of the footing. For the study of behavior of such complex structure, finite element modeling is handy and enables to look into the various stress/strain developed in the numerical model. In view of the above, a series of finite element (FEM) simulations using a software (Optum G2) is performed for the analysis of the GRS wall. The governing parameters, such as footing width (B), reinforcement length (L), offset distance (D), are evaluated and the effect of these factors on the ultimate bearing capacity (q) and settlement (s) of the footing is presented in this study. The results depict that the settlement of the footing substantially reduced in the range of 36% and its ultimate bearing capacity is increased to 42% more than the conventional retaining walls.
Numerical Study of Geosynthetic-Reinforced Soil Wall Subjected to Static Footing Loading
Ananya Srivastava (Autor:in) / Sagar Jaiswal (Autor:in) / Vinay Bhushan Chauhan (Autor:in)
20.01.2021
doi:10.46604/peti.2021.6693
Proceedings of Engineering and Technology Innovation; Vol 17 (2021); 13-20 ; 2518-833X ; 2413-7146
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Limit Equilibrium Analysis of Geosynthetic-Reinforced Retaining Walls Subjected to Footing Loading
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