Discussion of “Elastoplastic Deformation Characteristics of Gravelly Soils” by Meng-Chia Weng, Bin-Lin Chu, and Yu-Ling Ho
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VIEW THE ORIGINAL ARTICLEAuthors: Yang Xiao, S.M.ASCE [email protected], Jun Liao, Ph.D. [email protected], and Jing Shan Jiang, Ph.D. [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 5
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References
Anderson, W. F., and Fair, P. (2008). “Behavior of railroad ballast under monotonic and cyclic loading.” J. Geotech. Geoenviron. Eng., 316–327.
Indraratna, B., Ionescu, D., and Christie, H. D. (1998). “Shear behavior of railway ballast based on large-scale triaxial tests.” J. Geotech. Geoenviron. Eng., 439–449.
Jiang, J. S. (2009). “Experimental research on micro-characteristics and deformation mechanism for coarse-grained soils.” Ph.D. thesis, Hohai Univ., Nanjing, China.
Lackenby, J., Indraratna, B., McDowell, G., and Christie, D. (2007). “Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading.” Geotechnique, 57(6), 527–536.
Varadarajan, A., Sharma, K. G., Venkatachalam, K., and Gupta, K. (2003). “Testing and modeling two rockfill materials.” J. Geotech. Geoenviron. Eng., 206–218.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 5 • May 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: May 25, 2013
Accepted: Jul 15, 2013
Published online: Feb 25, 2014
Published in print: May 1, 2014
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Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]
Senior Engineer, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan 610051, China; and College of Environment and Civil Engineering, Chengdu Univ. of Technology, Chengdu, Sichuan 610051, China (corresponding author). E-mail: [email protected]
Associate Professor, School of Civil Engineering, Nanjing Institute of Technology, Nanjing 211167, China. E-mail: [email protected]
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