Evaluation of design parameters for geosynthetic reinforced-soil integrated bridge system based on finite element analysis

This study evaluates the performance of a geosynthetic reinforced soil integrated bridge system (GRS-IBS) in terms of total displacement by varying different design parameters simultaneously and also suggests optimum values of them. These parameters include, i. backfill internal friction angle (∅b)...

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Bibliographic Details

Main Authors:	Mahrukh Khan, Muhammad Umar, Mehtab Alam, Umair Ali, Nikolai Ivanovich Vatin, Hamad Almujibah
Format:	Artigo
Language:	Inglês
Published:	Frontiers Media S.A. 2024-09-01
Series:	Frontiers in Materials
Subjects:	geosynthetic reinforced soil integrated bridge system GRS-IBS finite element analysis parametric study tensile forces optimum parameters
Online Access:	https://www.frontiersin.org/articles/10.3389/fmats.2024.1454201/full
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