DISCUSSIONS AND CLOSURES
Apr 15, 2004

Discussion of “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 5
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References

Anson, R. W. W., and Hawkins, A. B.(1999). “Analysis of a sample containing a shear surface from a recent landslip, South Cotswolds, U.K.” Géotechnique, 49(1), 33–41.
Anson, R. W. W., and Hawkins, A. B.(2002). “Movement of the Soper’s wood landslide on the Jurassic Fuller’s Earth, Bath, England.” Bull. Eng. Geol. Env., 61, 325–345.
Beene, R. R. W.(1969). “Closure to ‘Waco Dam Slide’ by R. R. W. Beene.” J. Soil Mech. Found. Div., 95(4), 1115.
Bjerrum, L., and Simons, N. E. (1960). “Comparison of strength characteristics of normally consolidated clays.” Proc., ASCE Research Conf. on Shear Strength of Cohesive Soils, New York, 711–726.
Chigira, M. (1989). “Chemical weathering of mudstones in mountainous areas.” Abstract, Abstracts and Program, Proc., Assoc. Eng. Geol. Annual Meeting, Vail, Colo., 56.
D’Appolonia, E., et al. (1967). “Behavior of a colluvial slope.” J. Soil Mech. Found. Div., 93(4), 447–473.
Eid, H. T. (1996). “Drained shear strength of stiff clays for slope stability analyses.” PhD thesis, Univ. of Illinois at Urbana-Champaign, Ill.
Elnaggar, H. A., and Flint, N. K. (1976). “Analysis and design of highway cuts in rock.” Rep., Univ. of Pittsburgh to Pennsylvania Dept. of Transportation.
Ferguson, H. F., and Hamel, J. V. (1981). “Valley stress relief in flat-lying sedimentary rocks.” Weak rock, K. Akai et al., eds., Balkema, Rotterdam, The Netherlands, 2, 1235–1240.
Fleming, R. W., et al. (1970). “Empirical study of behavior of clay shale slopes.” Technical Rep. No. 15, U.S. Army Engineer Nuclear Cratering Group, Livermore, Calif.
Hamel, J. V. (1969). “Stability of slopes in soft, altered rocks.” PhD thesis, Univ. of Pittsburgh, Pittsburgh.
Hamel, J. V.(1980). “Geology and slope stability in western Pennsylvania.” Bull. Assoc. Eng. Geol., 17(1), 1–26.
Hamel, J. V. (1998). “Mechanism of Pleistocene rock slides near Pittsburgh, Pennsylvania.” Int. J. Rock. Mech. Min. Sci., 35(4–5).
Hamel, J. V., and Adams, W. R. Jr. (1981). “Claystone Slides, Interstate Route 79, Pittsburgh, Pennsylvania, USA.” Weak rock, K. Akai, et al., eds., Balkema, Rotterdam, The Netherlands, 1 (549–553), 3 (1389–1390).
Hamel, J. V., and Flint, N. K. (1969). “Analysis and design of highway cuts in rock: A slope stability study on Interstate Routes 279 and 79 near Pittsburgh, Pennsylvania.” Rep., Univ. of Pittsburgh to Pennsylvania Dept. of Highways.
Hamel, J. V., and Flint, N. K.(1972). “Failure of colluvial slope.” J. Soil Mech. Found. Div., 98(2), 167–180.
Hamel, J. V., and Spencer, G. S. (1984). “Powerhouse slope behavior, Fort Peck Dam, Montana.” Proc., Int. Conf. on Case Histories in Geotechnical Engineering, 2, 541–551.
James, P. M. (1992). “Flexural slip, an often neglected hazard.”Proc., 6th Australian–New Zealand Conf. on Geomechanics, Christchurch, New Zealand.
Jaspar, J. L., and Peters, N.(1979). “Foundation performance at Gardiner Dam.” Can. Geotech. J., 16(4), 758–788.
Mesri, G., and Cepeda-Diaz, A. F.(1986). “Residual shear strengths of clays and shales.” Géotechnique, 36, 269–274.
Omaha District, Corps of Engineers (1966). “Spillway rehabilitation.” Design Memorandum No. MFP-109, Fort Peck Dam and Reservoir, Montana.
Richardson, A. M.(1979). “Landslide in claystone derived soil.” J. Geotech. Eng., 105(7), 857–869.
Skempton, A. W.(1964). “Long-term stability of clay slopes.” Géotechnique, 14(2), 77–101.
Skempton, A. W.(1985). “Residual strength of clays in landslides, folded strata and the laboratory.” Géotechnique, 35(1), 3–18.
Stark, T. D., and Eid, H. T.(1994). “Drained residual strength of cohesive soils.” J. Geotech. Eng., 120(5), 856–871.
Stark, T. D., and Eid, H. T.(1997). “Slope stability analyses in stiff fissured clays.” J. Geotech. Géoenviron. Eng., 123(4), 335–343.
Townsend, F. C., and Gilbert, P. A.(1973). “Tests to measure residual strengths of some clay shales.” Géotechnique, 23(2), 267–271.
Woster, L. J. (1972). “Analysis of the Hillcrest Landslide, Rapid City, South Dakota.” MS thesis, South Dakota School of Mines and Technology, Rapid City, S.D.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 130Issue 5May 2004
Pages: 544 - 546

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Published online: Apr 15, 2004
Published in print: May 2004

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James V. Hamel, F.ASCE
Hamel Geotechnical Consultants, 1992 Butler Dr., Monroeville, PA 15146-3918.

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