Research Article
Jan 1955
Photoelastic Analogy for Nonhomogeneous Foundations
Publication: Transactions of the American Society of Civil Engineers
Volume 120, Issue 1
Abstract
The stress distributions in a semi-infinite body–in which Poisson's ratio is constant but in which the modulus of elasticity varies with depth–are considered herein. The general equations of elasticity for such a point-isotropic material are derived. These equations establish the fact that superposition of correct solutions is permissible. There is shown to be an analogy between the stresses in a constrained slice, which has a modulus of elasticity that varies with depth, and the stresses in a plate whose thickness varies in the same manner if the state of stress in the plate can be considered to be two-dimensional. Thus, the stress distributions beneath infinite line loads or infinite strip loads on such a foundation can be determined experimentally by the use of photoelasticity. The photoelastic analogy is confirmed by experiments, and its u se is outlined.
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© 1955 American Society of Civil Engineers.
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Published in print: Jan 1955
Published online: Feb 10, 2021
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Allen J. Curtis, AM.ASCE
Member of the Technical Staff, Research and Development Labs., Hughes Aircraft Co., Culver City, Calif.
F. E. Richart Jr., AM.ASCE
Associate Prof. of Civ. Eng., Univ. of Florida, Gainesville, Fla.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.