Numerical Study of Geosynthetic-Reinforced Soil Wall Subjected to Static Footing Loading

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 numeri...

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Bibliographic Details
Main Authors: Ananya Srivastava, Sagar Jaiswal, Vinay Bhushan Chauhan
Format: Article
Language:English
Published: Taiwan Association of Engineering and Technology Innovation 2021-01-01
Series:Proceedings of Engineering and Technology Innovation
Subjects:
GRS wall
static footing loading
FEM
ultimate load-bearing capacity
Online Access:https://ojs.imeti.org/index.php/PETI/article/view/6693

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