Closure to “Shear Strength in Preexisting Landslides” by Timothy D. Stark and Manzoor Hussain
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VIEW THE ORIGINAL ARTICLEAuthors: Timothy D. Stark, F.ASCE [email protected], and Manzoor Hussain [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 8
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References
D’Appolonia, E., Alperstein, R., and D’Appolonia, D. J. (1967). “Behavior of a colluvial slope.” J. Soil Mech. and Found. Div., 93(4), 447–473.
Mesri, G., and Cepeda-Diaz, A. F. (1986). “Residual shear-strength of clays and shales.” Geotechnique, 36(2), 269–274.
Skempton, A. W. (1964). “Long term stability of clay slopes, 4th Rankine lecture.” Geotechnique, 14(2), 77–101.
Skempton, A. W. (1985). “Residual strength of clays in landslides, folded strata and the laboratory.” Geotechnique, 35(1), 3–18.
Stark, T. D., and Eid, H. T. (1993). “Modified Bromhead ring shear apparatus.” Geotech. Test. J., 16(1), 100–107.
Stark, T. D., and Hussain, M. (2010). “Drained residual strength for landslides.” GeoFlorida2010, GSP No. 199, ASCE, West Palm Beach, FL, 3217–3226.
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© 2011 American Society of Civil Engineers.
History
Received: Jan 31, 2011
Accepted: Feb 2, 2011
Published online: Jul 15, 2011
Published in print: Aug 1, 2011
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Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., IL 61801-2352. E-mail: [email protected]
Ph.D., Associate Professor, College of Civil Engineering Risalpur (National Univ. of Sciences and Technology), Pakistan (corresponding author). E-mail: [email protected]
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