TECHNICAL PAPERS
Aug 1, 2005

Effect of Toe Excavation on a Deep Bedrock Landslide

Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 3

Abstract

Observations, data, and analyses that were used to investigate the cause of distress to a single-family residence located adjacent to a major highway cutslope are presented herein. The investigation revealed that the distress in the single-family residence was caused by a deep, large excavation-induced landslide. The excavation, which was made to widen an existing highway, helped trigger the landslide by exposing geologic structures on the cutslope and by unloading the toe of the slope. This case history illustrates some of the ramifications of large highway excavations in natural slopes surrounded by urban areas, e.g., exposing significant geologic features such as shear zones, faults, and folds; the importance of investigating and explaining signs of movement at both the top and toe of a slope; the impact of rainfall on the movement of a large slide mass; and that large slide masses can undergo slow, episodic movement instead of sudden, large movement.

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Acknowledgments

The contents and views in this paper are those of the writers and do not necessarily reflect those of the State of California or the homeowner.

References

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Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 19Issue 3August 2005
Pages: 244 - 255

History

Received: Jun 17, 2003
Accepted: Nov 25, 2003
Published online: Aug 1, 2005
Published in print: Aug 2005

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Authors

Affiliations

Timothy D. Stark [email protected]
Professor, Dept. of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
W. David Arellano
Research Assistant, Dept. of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.
Ryan P. Hillman
Project Engineer, Golder Associates, Inc., 230 Commerce, Suite 200, Irvine, CA 92602.
Roger M. Hughes
Attorney at Law, Bell, Rosenberg, and Hughes, 1300 Clay St., Suite 1000, Oakland, CA 94612.
Norman Joyal
Vice President, DCM/Joyal Engineering, 484 N. Wiget Lane, Walnut Creek, CA 94598.
Don Hillebrandt
President, Don Hillebrandt Associates, Inc., 6219 Clive Ave., Oakland, CA 94611.

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