Research Article
Jul 1975
Nonlinear Settlement Analysis by Finite Element
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 7
Abstract
Theories of elasticity and plasticity have been widely used in geotechnical engineering for problems involving small and large strains, respectively. In many instances, the soil is subjected to a range of strains to which neither the theory of elasticity nor plasticity are directly applicable.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 7 • July 1975
Pages: 601 - 614
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jul 1975
Published online: Feb 10, 2021
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Authors
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Leonard Domaschuk
Assoc. Prof. of Civ. Engrg. Univ., of Manitoba, Winnipeg, Manitoba, Canada
Palaniappan Valliappan
Geotechnical Engr., Acres Consulting Services, Crippen Acres, Niagara Falls, Ontario, Canada; formerly, Grad. Student, Univ. of Mamtoba, Winnipeg, Manitoba, Canada
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