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Journal ArticleDOI

Reinforced Soil-Metal Structures

John B. Kennedy, +2 more
- 01 Jun 1988 - 
- Vol. 114, Iss: 6, pp 1372-1389
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TLDR
Ad adopting this new design concept provides greater stability to the metal structure; improves the stiffness of the soil; activates the entire reinforced-soil medium to assist in the transmission of the load; enhances the arching effect; and makes it possible to observe very large deformations in theMetal structure before its collapse and thus avoid catastrophic failure.
Abstract
Many of the existing soil-metal structures have shown signs of serious distress, including local failures. A major cause of these distress conditions is believed to be due to poor compaction of the soil backfill. To correct this shortcoming, research work was underaken to examine the following design concept: (1) The metal structure is tied back into the surrounding granular soil; and (2) the soil cover above the metal structure is reinforced. Experimental results, obained from tests on five models, were compared to analytical results based on the finite-element method. The results show that adopting this new design concept: (1) Provides greater stability to the metal structure; (2) improves the stiffness of the soil; (3) activates the entire reinforced-soil medium to assist in the transmission of the load; (4) enhances the arching effect; and (5) makes it possible to observe very large deformations in the metal structure before its collapse and thus avoid catastrophic failure. A simplified design method and an illustrated design example are presented.

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References
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Journal ArticleDOI

Finite Element Analyses of Retaining Wall Behavior

TL;DR: In this article, a means is developed for simulation of realistic behavior of the interface between a backfill soil and a retaining wall in finite element analyses, and the interface behavior is shown from a series of laboratory tests to be dependent upon normal and shear stresses on the interface.
Journal ArticleDOI

Integrated Study of Reinforced Earth-I: Theoretical Formulation

TL;DR: In this paper, a theoretical characterization of reinforced earth as a composite material with associated composite properties is presented, and the incorporation of the composite model into a standard finite element analysis is described A "unit cell" concept is utilized to develop composite stress-strain relationship subject to a number of simplifying assumptions.
Journal ArticleDOI

Reinforced earth retaining wall analysis and design

TL;DR: In this article, an experimental and theoretical study was conducted to assess the maximum tensile forces mobilized in a reinforced earth retaining wall, subjected to a vertical surcharge strip load or the combined load.