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FEM to investigate the effect of overlapping-reinforcement on the performance of back-to-back embankment bridge approaches under self-weight

  • Published:2017-06 Issue: Volume:11 Page:17-26
  • ISSN:2214-3912
  • Container-title:Transportation Geotechnics
  • language:en
  • Short-container-title:Transportation Geotechnics

Author:

Benmebarek Sadok,Djabri Mohamed

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference41 articles.

1. Geosynthetic reinforced soil integrated bridge system – synthesis report;Adams,2011

2. Interaction analysis of back-to-back mechanically stabilized earth walls;Benmebarek;J Rock Mech Geotech Eng,2016

3. Design and construction of mechanically stabilized earth walls and reinforced soil slopes;Berg,2009

4. Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand;Bergado;Geotext Geomembr,2006

5. PLAXIS finite element code (ver 8.0);Brinkgreve,2008

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1. A Bibliometric Review of Reinforced Soil Wall Research Topics;International Journal of Geosynthetics and Ground Engineering;2024-05-07

2. Finite Difference Analysis of the Unconnected and Connected Back-to-Back Geogrid Soil Walls Subjected to Self-Weight and Railway Loading;Transportation Infrastructure Geotechnology;2024-05-06

3. Numerical Simulation of Polymeric Strap Material Reinforced Walls Under Seismic Excitation;Transportation Research Record: Journal of the Transportation Research Board;2024-04-09

4. Bridge Approach Settlement and its Mitigation Schemes: A Review;Transportation Research Record: Journal of the Transportation Research Board;2024-02-15

5. Tensile Force Distribution of Geogrid Reinforced BBMSE Wall: Numerical Analysis and Model Study—Prediction by ANFIS;Lecture Notes in Civil Engineering;2024
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