This article presents a finite element analysis of geogrid-reinforced bridge foundations subjected to repeated loading, highlighting the effects of geogrid stiffness and spacing on foundation behavior.
This review article summarizes recent finite element analysis studies on geogrid-reinforced bridge foundations, focusing on the impact of repeated loading on foundation performance and durability.
The Federal Highway Administration (FHWA) has developed a finite element model to simulate the behavior of geogrid-reinforced soil under repeated loading, with applications to bridge foundation design.
This study employs the finite element method to investigate the behavior of geogrid-reinforced bridge foundations under repeated loading, accounting for soil-geogrid interaction and foundation settlement.
This book chapter presents a comprehensive overview of finite element analysis and design of geogrid-reinforced bridge foundations, including case studies and examples of repeated loading applications.
This study combines experimental and finite element analysis to investigate the behavior of geogrid-reinforced soil under repeated loading, with implications for bridge foundation design and construction.
This article discusses the application of finite element analysis to simulate the behavior of geosynthetic-reinforced bridge foundations under cyclic loading, including geogrid-reinforced foundations.
PLAXIS 2D is a finite element analysis software that can be used to simulate the behavior of geogrid-reinforced bridge foundations under repeated loading, accounting for soil-geogrid interaction and foundation settlement.