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Soil Dynamics and Earthquake Engineering
Volume 12, Issue 2, 1993, Pages 73-90
 
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doi:10.1016/0267-7261(93)90047-U    How to Cite or Link Using DOI (Opens New Window)
Copyright © 1993 Published by Elsevier Science Ltd.

Centrifuge validation of a numerical model for dynamic soil liquefaction

Radu Popescu and Jean H. PrevostCorresponding Author Contact Information

Department of Civil Engineering and Operations Research, Princeton University, Princeton, New Jersey 08544, USA

Received 25 November 1992; 
accepted 30 November 1992. ;
Available online 14 February 2003.

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Abstract

The validation of a numerical model based on multiyield plasticity theory is presented. The validation is performed by using a series of centrifuge model soil tests performed by two centrifuge laboratories within the context of the VELACS (verification of liquefaction analysis by centrifuge studies) project sponsored by NSF. The constitutive soil parameters are evaluated based on the results of conventional laboratory soil tests performed by the Earth Technology Corporation, and by empirical correlation formulae available in the literature. The parameter identification procedure is explained in detail, and a unique set of constitutive parameters is used throughout the numerical simulations. Three centrifuge soil experiments performed at Princeton University and Cambridge University are selected for the numerical analysis and validation of the proposed procedures.

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