Research Article
Jul 1967
Slope Stability During Earthquakes
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 4
Abstract
Catastrophic slops failures, which have occurred during medium and large earthquakes, illustrate the need for development of reliable methods for anticipating and preventing such failures. Unfortunately there is an insufficient backlog of adequately documented case histories to provide a reliable basis for quantitative evaluations based on past experience and pseudostatic methods of analysis leave much to be desired. The limitations of pseudostatic methods are outlined, and recent development relating to dynamic response analyses, investigations of soil behavior under cyclic load conditions, design procedures, and analyses of actual slope failures are described. It is suggested that these developments provide a framework for evaluating previous failures and thereby offer the possibility for a more meaningful categorization of experience and an improved guide to engineering Judgment in the evaluation of slope stability during earthquakes.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 4 • July 1967
Pages: 299 - 323
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jul 1967
Published online: Feb 12, 2021
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Authors
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H. Bolton Seed, M.ASCE
prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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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.