Geotechnical Surprises—Or Are They? 1: The 2004 H. Bolton Seed Lecture
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 8
Abstract
The nature and scope of geotechnical engineering are such that the problems and projects we deal with are a never ending source of both challenge and excitement. In most cases we do very well in defining the problems and developing suitable solutions resulting in successful completed projects. Unfortunately, however, there remain far too many cases in which something goes wrong. Often a failure or other bad outcome comes as a complete surprise. However, in a significant number of cases perhaps the unexpected or surprise outcome might have been anticipated. Three illustrative case histories are reviewed and then examined to see if what went wrong might reasonably have been anticipated. The first involves a well-known and much studied stability failure along the composite double liner system of a hazardous waste landfill. The second is concerned with unusual soil types that were the cause of major difficulties during earthwork construction of a large embankment dam. The third is about a very large, slow-moving landslide that caused major distress to a roadway and impacted the safety of a large bridge. Several reasons why unexpected adverse outcomes may occur are stated and some possible means for reducing their frequency and severity in the future are proposed.
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Acknowledgments
This paper is the written version of the 2004 H. Bolton Seed Lecture Award, presented by the writer at the February 2006 ASCE Geo Institute GeoCongress in Atlanta. The original motivation for the work formed the basis for Failed Expectations, the 1989 Woodward Lecture, presented by the writer at the Silver Anniversary Symposium of the Professional Development Program of Woodward-Clyde Consultants (now a part of URS, Inc.). The writer is indebted to Professor Vern Schaefer, Iowa State University, for providing updated information on the stabilization work and its effectiveness at the Forest City Bridge.
References
Bump, V. L. (1988). “Forest City landslide: Foundation and geology.” Geotechnical Rep., Division of Highways, South Dakota Department of Transportation, Pierre, S.D., revised 2nd printing.
Byrne, R. J., Kendall, J., and Brown, S. (1992). “Cause and mechanism of failure Kettleman Hills Landfill B-19, Phase IA.” Stability and performance of slopes and embankments—II, ASCE Geotechnical Special Publication No. 31, Vol. 2, 1188–1215.
Chang, M.-H. (1992). “Slope stability analysis of lined waste landfills.” Ph.D. dissertation, Univ. of California, Berkeley, Calif.
Chang, M.-H., Mitchell, J. K., Seed, R. B., and Dunn, R. J. (1993). “Effects of basin geometry on stability of lined waste landfills.” Proc., WasteTech ’93, National Solid Wastes Management Association, Marina del Ray, Calif.
Crandell, D. R. (1952). “Landslides and rapid flow phenomena near Pierre, South Dakota.” Econ. Geol. 47(5) 548–568.
Crandell, D. R. (1958). “Geology of the Pierre Area, South Dakota.” U.S. Geol. Surv. Prof. Pap. (200) B No. 307, U.S. Govt. Printing Office, Washington, D.C., 83.
Duncan, J. M. (1992). “State-of-the-art: Static stability and deformation analysis.” Proc., Specialty Conf. on Performance and Stability of Slopes and Embankments—II, ASCE Geotechnical Special Publication No. 31, Vol. 1, ASCE, New York, 222–266.
Goodman, E. (2006). “Beware big predictions.” The Roanoke Times, January 3.
Gray, P. E. (1989), “The paradox of technological development.” Technology and environment, National Academy Press, Washington, D.C., 192–204.
Greiner, Inc. in Association with Woodward-Clyde Consultants. (1989). “Forest City Bridge feasibility study.” South Dakota Department of Transportation Task I-A, Review of available data, July.
Martin, J. P., Koerner, R. M., and Whitty, J. E. (1984). “Experimental friction evaluation of slippage between geomembranes, geotextiles and soils.” Proc., Int. Conf. on Geomembranes, Denver, 191–196.
Mitchell, J. K., Chang, M., and Seed, R. B. (1993). “The Kettleman Hills Landfill failure: A retrospective view of the failure investigations and lessons learned.” Proc., 3rd Int. Conf. on Case Histories in Geotechnical Engineering, St. Louis, Vol. II, Missouri University of Science and Technology, Rolla, 1379–1392.
Mitchell, J. K., Seed, R. B., and Seed, H. B. (1990). “Kettleman Hills Waste Landfill slope failure. I: Liner system properties.” J. Geotech. Engrg., 116(4), 647–668.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, Hoboken, N.J.
Rubin, J. (1989). “The dangers of overconfidence.” Technology Review, July, 11–12.
Seed, R. B., Mitchell, J. K., and Seed, H. B. (1990). “Kettleman Hills Waste Landfill slope failure. II: Stability analyses.” J. Geotech. Engrg., 116(4), 669–690.
Thrall, F. G., and Bell, J. R. (1989). “Predicting properties of young volcanic soils.” Proc., 12th Int. Conf. Soil Mechanics and Foundation Eng., Rio de Janeiro, Vol. 1, Balkema, Rotterdam, 555–558.
Uehara, G. (1982). “Soil science for the tropics.” Proc., ASCE Specialty Conf. on Engineering and Construction in Tropical and Residual Soils, Honolulu, 13–26.
USACE, Portland District. (2006). Mt. St. Helens eruption, described at ⟨https://www.nwp.usace.army.mil/op/srs/crisis.asp⟩ (Jan. 5, 2006).
Van Weele, A. F. (1989). “Prediction versus performance.” Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Vol. 4, Balkema, Rotterdam.
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© 2009 ASCE.
History
Received: Jun 3, 2008
Accepted: Jul 18, 2008
Published online: Jul 15, 2009
Published in print: Aug 2009
Notes
Presented at the ASCE Geo Institute Geo Congress, February 2006, Atlanta, Ga.
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