Assessment of Soil–Structure Interaction Approaches in Mechanically Stabilized Earth Retaining Walls: A Review

Author:

Imran Hamza1ORCID,Al-Jeznawi Duaa2ORCID,Al-Janabi Musab Aied Qissab2,Bernardo Luís Filipe Almeida34ORCID

Affiliation:

1. Department of Environmental Science, College of Energy and Environmental Science, Alkarkh University of Science, Baghdad 10081, Iraq

2. Department of Civil Engineering, College of Engineering, Al-Nahrain University, Jadriya, Baghdad 10081, Iraq

3. Department of Civil Engineering and Architecture, University of Beira Interior, 6201-001 Covilhã, Portugal

4. GeoBioTec-UBI, 6201-001 Covilhã, Portugal

Abstract

Mechanically stabilized earth (MSE) walls are recognized for their cost-effectiveness and superior performance as earth-retaining structures. The integration of internally reinforced walls has transformed soil preservation practices, garnering significant attention from the global technical community. The construction method of MSE walls has recently gained widespread popularity, likely due to its cost efficiency and simplicity compared to traditional externally reinforced walls. This paper provides a comprehensive review of MSE walls, including their historical development, aesthetics, benefits, drawbacks, factors influencing lateral displacements and stress responses, and the concept of the MSE wall system. Key approaches for analyzing seismic soil–structure interaction (SSI) issues are emphasized, investigating the dynamic interaction between the structure and soil through various research methodologies. This study incorporates multiple publications, offering an in-depth review of the current state of dynamic SSI studies considering surrounding structures. The findings emphasize the significant sensitivity of the dynamic behavior of mechanically stabilized earth (MSE) walls to soil–structure interaction, highlighting the necessity for continuous research in this area. The paper identifies research gaps and proposes future directions to enhance MSE wall design and application, facilitating further advancements in earth-retaining structures.

Publisher

MDPI AG

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference76 articles.

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2. Jones, C. (1996). Earth Reinforcement and Soil Structures, ASCE Press. Thomas Telford: Thomas Telford.

3. Christopher, B.R., Leshchinsky, D., and Stulgis, R. (2005, January 24–26). Geosynthetic-Reinforced Soil Walls and Slopes: US Perspective. Proceedings of the Geo-Frontiers Congress, ASCE, 12, Austin, TX, USA.

4. Analysis of back-to-back mechanically stabilized earth walls;Han;Geotext. Geomembr.,2010

5. Adams, M., Nicks, J., Stabile, T., Wu, J., Schlatter, W., and Hartmann, J. (2023, August 28). Geosynthetic Reinforced Soil Integrated Bridge System, FHWA Synthesis Report, USA; 2011; 68p. Available online: https://www.semanticscholar.org/paper/Geosynthetic-Reinforced-Soil-Integrated-Bridge-Adams-Nicks/49ddb880c987cea8d6a328dc94dd7f4ff41f6ea8.

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