Regional Modeling of Liquefaction-Induced Ground Deformation

Author:

Bardet Jean-Pierre1,Tobita Tetsuo1,Mace Nicholas1,Hu Jianping1

Affiliation:

1. Civil Engineering Department, University of Southern California, Los Angeles, CA 90080-2531

Abstract

Liquefaction-induced ground deformations are permanent ground displacements resulting from earthquakes, which can extend over areas as large as a few square kilometers and have amplitudes ranging from a few centimeters to few tens of meters. This type of ground deformation caused substantial damage to lifelines and pile-foundations of buildings and bridge piers along the Kobe shoreline during the 1995 Hyogoken-Nanbu, Japan, earthquake. This paper presents a four-parameter multiple-linear-regression model for estimating the amplitude of liquefaction-induced ground displacement for both ground-slope and free-face conditions at a regional scale. The applicability of the model for mapping the amplitude of liquefaction-induced ground deformation is investigated over selected regions. The paper also presents a regional model for estimating the probability for the displacements to exceed some threshold amplitude, and to fall within confidence intervals. Both models are useful for risk assessment to spatially distributed lifeline networks resulting from future earthquakes.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Engineering seismology: Part I

2. Performance of San Fernando Dams during 1994 Northridge Earthquake

3. Bardet, J. P., Mace, N., and Tobita, T., 1999. Liquefaction-induced ground deformation and failure,Report to PEER/PG&E, University of Southern California, Civil Engineering Department, May.

4. Bartlett, S. F., 1998. Revised liquefaction-induced database (private communication).

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