Chapter
Jun 7, 2018
Geotechnical Earthquake Engineering and Soil Dynamics V

Re-Evaluation of the Performance of the Upper San Fernando Dam: A Liquefaction-Induced Moderate Deformation Case History

Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)

ABSTRACT

Seismic performance of earthen dams subject to potential liquefaction hazard is of concern in both seismic risk assessment and design mitigation for dams. Seismic deformation analyses are increasingly utilized in evaluating and mitigating these hazards. It is important to assess different types of analytical approaches employed by means of their application to well-documented field case histories. The performance of the Upper San Fernando Dam during the 1971 San Fernando earthquake is a well-documented seismic performance field case history involving moderate deformations; a range of deformations of significant interest for both risk assessment and for engineered mitigation of such risks. The dam was in very close proximity to the fault rupture during the MW≈6.7 event, and it was strongly shaken. It sustained maximum horizontal displacements of approximately 2.7 m (9 feet) at the downstream toe, and 0.9 m (3 feet) of vertical crest loss. This case history was re-analyzed in these current studies by means of fully nonlinear seismic deformation analyses, using (1) a suite of four different analytical models, (2) a suite of three cyclic pore pressure generation models, and (3) a suite of three post-liquefaction residual strength relationships to assess the accuracy and reliability of these types of analyses.

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REFERENCES

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Go to Geotechnical Earthquake Engineering and Soil Dynamics V
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 518 - 534
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5

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Published online: Jun 7, 2018

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Khaled Chowdhury [email protected]
P.E., G.E.
Ph.D. Candidate, Univ. of California, Berkeley, CA; Senior Geotechnical Engineer, U.S. Army Corps of Engineers, South Pacific Division Dam Safety Production Center, Sacramento, CA. E-mail: [email protected]
Raymond B. Seed, Ph.D. [email protected]
Professor Emeritus, Civil and Environmental Engineering Dept., Univ. of California, Berkeley, CA. E-mail: [email protected]
Douglas S. Dreger, Ph.D. [email protected]
Professor, Earth and Planetary Science Dept., Univ. of California, Berkeley, CA. E-mail: [email protected]
Vlad Perlea, Ph.D. [email protected]
P.E.
Senior Geotechnical Practitioner, AECOM, Sacramento, CA. E-mail: [email protected]
Michael Beaty, Ph.D. [email protected]
P.E., G.E.
Principal Engineer, Beaty Engineering, LLC, Beaverton, OR. E-mail: [email protected]
Fenggang Ma, Ph.D. [email protected]
P.E.
Associate Geotechnical Engineer, AMEC Foster Wheeler, Oakland, CA. E-mail: [email protected]
Zhi-Liang Wang, Ph.D. [email protected]
P.E.
Senior Associate, AMEC Foster Wheeler, Oakland, CA. E-mail: [email protected]

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