Research Article
Dec 1972
Elastic Theory Applied to Reinforced Earth
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 12
Abstract
Reinforced earth is considered as being comprised of soft layers alternating with closely spaced extremely stiff, but extremely thin layers. This model was suggested for natural soil stratification by Westergaard and for artificially reinforced earths by Vidal. The stress-strain response of this model is shown to be determined by the limiting value of the product of the relative stiffness and relative thickness of the reinforcing layer. When tE2/E1 is infinite, the Westergaard material is described, but when tE2/E1 is zero, the reinforcement is ineffective. Finite, nonzero values of tE2/E1 describe intermediate degrees of reinforcement, referred to in this paper as the general material. Both the Westergaard and the general material are special cases of a cross-anisotropic elastic body, with the general material covering the full range encountered in practice. Example solutions are presented and the calculations of the actual stresses in the individual soft and stiff layers outlined. These calculations enable the design of the reinforced earth system to be performed.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 12 • December 1972
Pages: 1325 - 1345
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 12, 2021
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Authors
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W. Jill Harrison
Formerly Experimental Officer, Div. of Applied Geomechanics, Commonwealth Scientific and Industrial Research Org., Syndal, Victoria, Australia
Charles M. Gerrard, M.ASCE
Prin. Research Scientist, Div. of Applied Geomechanics, Commonwealth Scientific and Industrial Research Org., Syndal, Victoria, Australia
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