Closure to “Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage” by Huabei Liu and Degao Zou
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VIEW THE ORIGINAL ARTICLEAuthors: Huabei Liu, M.ASCE [email protected], and Degao ZouAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 140, Issue 4
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References
Bandini, V., and Coop, M. R. (2011). “The influence of particle breakage on the location of the critical state line of sands.” Soils Found., 51(4), 591–600.
Fu, P., and Dafalias, Y. F. (2011). “Fabric evolution within shear bands of granular materials and its relation to critical state theory.” Int. J. Numer. Anal. Methods Geomech., 35(18), 1918–1948.
Jiang, J. S. (2009). “Experimental research on micro-characteristics and deformation mechanism for coarse-grained soils.” Ph.D. thesis, Hohai Univ., Nanjing, China.
Li, X. S., and Dafalias, Y. F. (2012). “Anisotropic critical state theory: Role of fabric.” J. Eng. Mech., 263–275.
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Information
Published In
Journal of Engineering Mechanics
Volume 140 • Issue 4 • April 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Nov 7, 2013
Accepted: Dec 6, 2013
Published online: Jan 20, 2014
Published in print: Apr 1, 2014
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Authors
Affiliations
School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan, Hubei 430074, China; formerly, Assistant Professor, Dept. of Civil Engineering, City College of New York, New York, NY 10031(corresponding author). E-mail: [email protected]
Degao Zou
Professor, State Key Laboratory of Coastal and Offshore, Dalian Univ. of Technology, Dalian 116024, P.R. China.
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