TECHNICAL PAPERS
Jun 1, 1994

Piezometer Performance at Wildlife Liquefaction Site, California

Publication: Journal of Geotechnical Engineering
Volume 120, Issue 6

Abstract

In response to an urgent need for field data from instrumented liquefaction sites, the U.S. Geological Survey in 1982 selected and instrumented a site in southern California called the Wildlife site. Two accelerometers (one at ground surface and one at a depth of 7.5 m) and six electrical pore‐pressure transducers (five in a liquefiable silty sand layer) were placed at the site. The November 1987 Superstition Hills earthquake triggered sand boils and the desired instrumental response by generating excess pore‐water pressure that approximately equaled the initial effective overburden pressure. These records are the first from a field site to trace ground motions and pore pressures through the entire liquefaction process. Because pore pressure continued to rise after most of the seismic energy had propagated through the site, questions about the fidelity of the pore‐pressure records have been raised. Because of the importance of the Wildlife records, we reexamine pertinent aspects of the instruments and their placement, review their 1987 response, evaluate and respond to criticisms by Hushmand et al. (1992a, 1992b), and examine analyses of the records by other investigators that are pertinent to an evaluation of the fidelity of the piezometer records. This review concludes that no data or analyses have been developed that convincingly demonstrate that the pore‐pressure piezometers responded incorrectly. Conversely, an analysis by Zeghal and Elgamal (1994) provides strong evidence that the piezometers responded with a high degree of fidelity.

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References

1.
Bennett, M. J., McLaughlin, P. V., Sarmiento, John, and Youd, T. L. (1984). “Geotechnical investigation of liquefaction sites, Imperial Valley, California.” Open File Report 84‐252, U.S. Geological Survey, Denver, Colo., 1–103.
2.
Black, D. K., and Lee, K. L. (1973). “Saturating laboratory samples by back pressure.” J. Soil Mech. and Found. Engrg. Div., ASCE, 99(1), 75–93.
3.
Dobry, R., Elgamal, A. W., Baziar, M., and Vucetic, M. (1989). “Pore pressure and acceleration response of wildlife site during the 1987 Earthquake.” Proc., 2nd U.S.‐Japan Workshop on Liquefaction, Large Ground Deformation and Their Effects on Lifelines, National Center for Earthquake Engineering Research, Buffalo, N.Y., 145–160.
4.
Holzer, T. L., Youd, T. L., and Hanks, T. C. (1989). “Dynamics of liquefaction during the Superstition Hills Earthquake (M=6.5) of November 24, 1987.” Science, 244, April 7, 56–59.
5.
Hushmand, B., Scott, R. F., and Crouse, C. B. (1992a). “In‐place calibration of USGS transducers at Wildlife liquefaction site, California, USA.” Proc., 10th World Conf. on Earthquake Engrg., A.A. Balkema Publishers, Rotterdam, Netherlands, 1263–1268.
6.
Hushmand, B., Scott, R. F., and Crouse, C. B. (1992b). “In‐situ calibration of USGS piezometer installations.” Recent advances in instrumentation data acquisition and testing in soil dynamics, Geotechnical Special Publication No. 29, ASCE, New York, N.Y., 49–69.
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Liquefaction of soils during earthquakes. (1985). National Research Council, National Academy Press, Washington, D.C.
8.
Youd, T. L. (1992). “Full‐scale tests at sites subject to earthquake shaking.” Experimental needs for geotechnical earthquake engineering, Applied Research Associates, Inc., Albuquerque, New Mexico, 53–72.
9.
Youd,T. L., Holzer, T. L., and Bennett, M. J. (1989). “Liquefaction lessons learned from the Imperial Valley, California.” Earthquake Geotechnical Engineering, Proc. Discussion Session, 12th Int. Conf. on Soil Mech. and Found. Engrg., Japanese Society of Soil Mechanics and Foundation Engineering, Publishers, Tokyo, Japan, 47–54.
10.
Youd, T. L., and Wieczorek, G. F. (1984). “Liquefaction during the 1981 and previous earthquakes near Westmorland, California.” Open‐File Report 84‐680, U.S. Geological Survey, Denver, Colo.
11.
Zeghal, M., and Elgamal, A. W. (1994). “Analysis of Wildlife site using earthquake records.” J. Geotech. Engrg., ASCE, 120(6).

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 120Issue 6June 1994
Pages: 975 - 995

History

Received: Apr 22, 1993
Published online: Jun 1, 1994
Published in print: Jun 1994

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Authors

Affiliations

T. Leslie Youd, Member, ASCE
Prof., Dept. of Civ. Engrg., Brigham Young Univ., Provo, UT 84602
Thomas L. Holzer
Geologist, U.S. Geological Survey, Menlo Park, CA 94025

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