Closure to “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: Meng-Chia Weng [email protected], Bin-Lin Chu, and Yu-Ling HoAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 5
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References
Chavez, C., and Alonso, E. E. (2003). “A constitutive model for crushed granular aggregates which includes suction effects.” Soils Found., 43(4), 215–227.
Chu, B. L., Jou, Y. W., and Weng, M. C. (2010). “A constitutive model for gravelly soils—considering shear-induced volumetric deformation.” Can. Geotech. J., 47(6), 662–673.
Jiang, J. S. (2009). “Experimental research on micro-characteristics and deformation mechanism for coarse-grained soils.” Ph.D. thesis, Hohai Univ., Nanjing, China.
Oldecop, L. A., and Alonso, E. E. (2001). “A model for rockfill compressibility.” Geotechnique, 51(2), 127–139.
Varadarajan, A., Sharma, K. G., Venkatachalam, K., and Gupta, A. K. (2003). “Testing and modeling two rockfill materials.” J. Geotech. Geoenviron. Eng., 206–218.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 5 • May 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jan 5, 2014
Accepted: Jan 28, 2014
Published online: Feb 25, 2014
Published in print: May 1, 2014
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Authors
Affiliations
Associate Professor, Dept. of Civil and Environmental Engineering, National Univ. of Kaohsiung, 700 Kaohsiung University Rd., Kaohsiung 811, Taiwan, ROC (corresponding author). E-mail: [email protected]
Bin-Lin Chu
Professor, Dept. of Civil Engineering, National Chung-Hsing Univ., 250 Kuo Kuang Rd., Taichung 402, Taiwan, ROC.
Yu-Ling Ho
Graduate Research Assistant, Dept. of Civil Engineering, National Chung-Hsing Univ., 250 Kuo Kuang Rd., Taichung 402, Taiwan, ROC.
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