Closure to “Residual Shear Strength Measured by Laboratory Tests and Mobilized in Landslides” by Gholamreza Mesri and Nejan Huvaj-Sarihan
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Volume 139, Issue 9
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References
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Gibson, R. E. (1953). “Experimental determination of true cohesion and true angle of internal friction of clays.” Proc., 3rd Int. Conf. on Soil Mechanics and Foundation Engineering, Imprimerie Berichthaus Zurich, Zurich, Switzerland, Vol. 1, 126–130.
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Hvorslev, M. J. (1960). “Physical components of the shear strength of saturated clays.” Proc., ASCE, Conf. on Shear Strength of Cohesive Soils, ASCE, Univ. of Colorado, Boulder, CO, 169–273.
Mesri, G., and Shahien, M. (2003). “Residual shear strength mobilized in first-time slope failures.” J. Geotech. Geoenviron. Eng., 129(1), 12–31.
Schmertmann, J. H. (2012). “New concepts for the mobilization of the components of shear resistance in clay.” Norwegian Geotechnical Institute, Publication No. 208, 1–48.
Schmertmann, J. H., and Osterberg, J. O. (1960). “An experimental study of the development of cohesion and friction with axial strain in saturated cohesive soils.” Proc., ASCE, Conf. on Shear Strength of Cohesive Soils, ASCE, Univ. of Colorado, Boulder, CO, 643–694.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139 • Issue 9 • September 2013
Pages: 1632 - 1633
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Dec 12, 2012
Accepted: Feb 22, 2013
Published online: Aug 15, 2013
Published in print: Sep 1, 2013
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