TECHNICAL PAPERS
Feb 1, 1996

Failure of Desert View Drive Embankment

Publication: Journal of Performance of Constructed Facilities
Volume 10, Issue 1

Abstract

This paper describes the failure of the Desert View Drive fill embankment in La Jolla, Calif. The embankment was built in late 1960 or early 1961. Other than a report of surficial instability in 1977, the embankment was marginally stable (factor of safety of 1.15) until 1990, when an excavation group cut into the embankment to construct a building pad and house. The resulting failure of the Desert View Drive fill embankment was a progressive failure, starting as a circular mode and eventually increasing to a wedge type movement of the entire fill embankment. The legal theories used as the basis to sue the city of San Diego were that (1) the city officials were aware of the defective condition (poor compaction) of the embankment, but they did not fix this condition; and (2) they failed to provide subjacent support to the homeowners property. The repair of the fill embankment consisted of the construction of 40 massive piers anchored in the underlying Ardath shale.

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References

1.
Alvarado Soils Engineering. (1977). “Preliminary geologic and soils investigation, proposed 4 lot residential development, southeast side of Desert View Drive.”Project No. 52C1E, San Diego, Calif., Aug. 15.
2.
Benton Engineering Inc. (1962). “Landslide investigations. Soledad Mountain, city of San Diego, California.”Project No. 61-12-14F, Prepared for City of San Diego, Calif., Feb. 14.
3.
Bishop, A. W.(1955). “The use of the slip surface in the stability analysis of slopes.”Geotechnique, London, England, 5(1), 7–17.
4.
Day, R. W.(1989). “Relative compaction of fill having oversize particles.”J. Geotech. Engrg., ASCE, 115(10), 1487–1491.
5.
Day, R. W.(1992). “Fill-slope failure and repair.”J. Perf. of Constr. Fac., ASCE, 6(3), 161–168.
6.
Day, R. W., and Axten, G. W.(1989). “Surficial stability of compacted clay slopes.”J. Geotech. Engrg., ASCE, 115(4), 577–580.
7.
Evans, D. A. (1972). Slope stability report . Slope Stability Committee, Department of Building and Safety, California.
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Janbu, N.(1957). “Earth pressure and bearing capacity calculations by generalized procedure of slices.”Proc. 4th Int. Conf. on Soil Mech. and Found. Engrg., London, England, 2, 207–212.
9.
Leighton and Associates. (1991). “Geotechnical investigation, Desert View Drive, ground motion study, San Diego, California.”Project No. 4910786-01, Prepared for City of San Diego, Calif., Nov. 18, 12.
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Siegel, R. A. (1978). STABL user manual . Joint Highway Research Project (JHRP-75-9), Purdue Univ./Indiana State Highway Commission, West Lafayette, Ind.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 10Issue 1February 1996
Pages: 11 - 14

History

Published online: Feb 1, 1996
Published in print: Feb 1996

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Authors

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Robert W. Day
Chf. Engr., American Geotechnical, 5764 Pacific Center Blvd., Suite 112, San Diego, CA 92121.

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