Research Article
May 1981
Liquefaction Analysis for Multidirectional Shaking
Authors: Jamshid Ghaboussi and S. Umit DikmenAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 5
Abstract
A method of analysis is presented for the evaluation of the seismic response and liquefaction of horizontally-layered level ground under multidirectional shaking. A new material model is introduced for representing the behavior of sand under cyclic biaxial shear stresses. The responses to multidirectional shaking are demonstrated through a series of case studies. These case studies were performed by using a new computer program LASS-III which was developed for analysis of multi-directional shaking of horizontally-layered ground. The results of a number of analyses are presented in which the influence of the vertical component base acceleration and the interaction between the two horizonal components of shaking are evaluated.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 5 • May 1981
Pages: 605 - 627
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 11, 2021
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Jamshid Ghaboussi
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, 2213 Civ. Engrg. Building, Urbana, Ill. 61801
S. Umit Dikmen
Sr. Engr., Engrg. Decision Analysis Co., Palo Alto, 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.