Research Article
Sep 1970
Nonlinear Analysis of Stress and Strain in Soils
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 96, Issue 5
Abstract
Before the development of electronic computers, it was not feasible to perform analyses of stresses in soil masses for other than assumed linear elastic soil behavior. Now, however, due to the availability of high-speed computers and powerful numerical analytical techniques such as the finite element method developed by Clough (4), it is possible to approximate nonlinear, inelastic soil behavior in stress analyses.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 96 • Issue 5 • September 1970
Pages: 1629 - 1653
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Sep 1970
Published online: Feb 12, 2021
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James M. Duncan, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Chin-Yung Chang, AM.ASCE
Soils Engr., Materials Research and Development Inc., Woodward-Clyde & Associates, Oakland, Calif.
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