Research Article
Mar 1975
Settlement of Sands under Multidirectional Shaking
Authors: Robert M. Pyke, M.ASCE, Clarence K. Chan, M.ASCE, and H. Bolton Seed, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 4
Abstract
Tests on samples of dry sand subjected to shaking in one, two, and three dimensions show that the settlements caused by multidirectional shaking may be significantly greater than the settlements caused by shaking in one direction only. The settlements caused by combined horizontal motions are about equal to the sum of the settlements caused by the components if they act separately. Vertical motion superimposed on horizontal motion causes an increase in settlements. By using a simple correction factor based on these findings it is shown that the settlement computed from the results of cyclic simple shear tests and a one-dimensional response analysis agrees well with the observed settlement of a clayey sand fill in the San Fernando earthquake.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 4 • March 1975
Pages: 379 - 398
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Mar 1975
Published online: Feb 10, 2021
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Robert M. Pyke, M.ASCE
Project Engr., Dames & Moore, San Francisco, Calif
Clarence K. Chan, M.ASCE
Research Engr., Univ. of California, Berkeley, Calif
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.