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On seismically induced pore pressure and settlement

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Abstract

Two different approaches are used to estimate pore pressures and settlement in a 50-ft (15.2-m) sand deposit subjected to a variety of earthquake loadings. Although the two approaches seem consistent in predicting the occurrence of liquefaction, the results show that they are quite divergent in estimating pore-pressure build-ups and magnitude of ground settlement.

Additional Publication Details

Publication type:
Conference Paper
Publication Subtype:
Conference Paper
Title:
On seismically induced pore pressure and settlement
Issue:
n
Year Published:
1988
Language:
English
Publisher:
Publ by ASCE
Publisher location:
New York, NY, United States
Larger Work Title:
Geotechnical Special Publication
First page:
482
Last page:
492
Conference Title:
Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground-Motion Evaluation: Proceedings of the Specialty Conference
Conference Location:
Park City, UT, USA
Conference Date:
27 June 1988 through 30 June 1988