TECHNICAL PAPERS
Aug 1, 1999

Reliability-Based Method for Assessing Liquefaction Potential of Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 8

Abstract

This paper describes a probabilistic method for assessing the liquefaction potential of sandy soils. The proposed probabilistic method is formulated based on the results of reliability analyses of 225 field records, observations of soil performance against liquefaction. The results of the present study show that a meaningful mapping between notional probability and an actual relative frequency measure of the occurrence of liquefaction can be obtained with the proposed method. Twenty case records from the 1989 Loma Prieta earthquake are further analyzed to demonstrate the proposed reliability-based method. The developed method has the potential of becoming a practical tool for engineers involved in the assessment of liquefaction potential.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125Issue 8August 1999
Pages: 684 - 689

History

Received: Sep 1, 1998
Published online: Aug 1, 1999
Published in print: Aug 1999

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Authors

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Prof., Civ. Engrg. Dept., Clemson Univ., Clemson, SC 29634-0911. E-mail: [email protected]
Assoc. Prof., Civ. Engrg. Dept., Clemson Univ., Clemson, SC.
Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong, China.

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