Reinforced soil (RS) is a composite material built of a soil matrix reinforced with other materials such as metal strips, geosynthetics etc. RS has been increasingly used in civil engineering, either as a cheaper alternative to classical geotechnical structures, or as an independent technical solution. The aim of this article is to present a state-of-the-art review concerning the mechanics of RS and mechanics of RS structures. Research on both subjects was initiated by pioneering works of H Vidal in the 1960s. First, a brief introduction is presented followed by a review of mechanical models of RS, including rigid-plastic, elasto-plastic, and rheological. Then, the methods of analysis of RS structures are discussed. These methods include the limit states approach, determination of stresses, creep etc. Some research needs are also outlined. The article is presented in the form of a tutorial review which also includes a state-of-the-art review and a basic bibliographical survey. There are 200 references.
Skip Nav Destination
Article navigation
November 1998
Review Articles
Developments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches
Andrzej Sawicki
Andrzej Sawicki
Institute of Hydro-Engineering, IBW PAN, ul. Kos´cierska 7, 80–953 Gdan´sk–Oliwa, Poland
Search for other works by this author on:
Andrzej Sawicki
Institute of Hydro-Engineering, IBW PAN, ul. Kos´cierska 7, 80–953 Gdan´sk–Oliwa, Poland
Appl. Mech. Rev. Nov 1998, 51(11): 651-668 (18 pages)
Published Online: November 1, 1998
Article history
Online:
April 20, 2009
Citation
Sawicki, A. (November 1, 1998). "Developments in the Mechanics of Reinforced Soil: Empirical Background and Analytical Approaches." ASME. Appl. Mech. Rev. November 1998; 51(11): 651–668. https://doi.org/10.1115/1.3098982
Download citation file:
Get Email Alerts
Cited By
Related Articles
Soil Mechanics: Basic Concepts and Engineering Applications
Appl. Mech. Rev (March,2003)
Fundamentals of Geotechnical Engineering
Appl. Mech. Rev (November,2001)
Single Piles and Pile Groups Under Lateral Loading
Appl. Mech. Rev (January,2002)
Nonlinear Viscoelastic Constitutive Model for Thermoset Polymers
J. Eng. Mater. Technol (October,2006)
Related Proceedings Papers
Related Chapters
Research on Strengthening Mechanism of Plant Root in Slope Protection
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Study on Cushion Height of Cement-Soil Piles Composite Foundation
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Computer Application in Civil Engineering Nonlinear Time-History Response Analysis of Viaduct Bridge Based on TDAP III
Proceedings of the International Conference on Technology Management and Innovation