TECHNICAL PAPERS
Sep 1, 1989

Loads on Rigid Box Buried in Nonlinear Medium

Publication: Journal of Transportation Engineering
Volume 115, Issue 5

Abstract

The relative settlement of a rigid box buried in a nonlinear medium is simulated by the trapdoor model. The nonlinear compressibility and shear‐displacement relationships are idealized by piecewise linear curves for which closed form solutions for each branch of the curve are obtained. A one‐dimensional finite element is defined for which stiffness terms are determined from the analytical solutions. The iterative solution of the finite element system yields results such as: displacement field, normal stress and strain variations, and shear stresses along the slip planes.

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References

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Allgood, J. R. (1964). “The behavior of shallow buried cylinders.” Proc., Symposium on Soil‐Structure Interaction, Tucson, Ariz.
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Terzaghi, K. (1936). “Stress distribution in dry sand and in saturated sand above a yielding trap door.” Proc., 1st I.C.S.M.F.E.
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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 115Issue 5September 1989
Pages: 461 - 473

History

Published online: Sep 1, 1989
Published in print: Sep 1989

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Authors

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David Z. Yankelevsky
Fac. of Civ. Engrg., Technion—Israel Inst. of Tech., Haifa, Israel 32000

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