Closure to “Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion” by C. Chen, L. M. Zhang, and D. S. Chang
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VIEW THE ORIGINAL ARTICLEAuthors: C. Chen, Ph.D. [email protected], L. M. Zhang, F.ASCE [email protected], and D. S. Chang, A.M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 9
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Acknowledgments
This research was supported by the Construction Industry Council Hong Kong (Grant No. CIC15EG02).
References
Chang, D. S., and Zhang, L. M. (2011). “A stress-controlled erosion apparatus for studying internal erosion in soils.” Geotech. Test. J., 34(6), 579–589.
Ke, L., and Takahashi, A. (2011). “Strength reduction of gap-graded cohesionless soil due to internal erosion.” Proc., 5th Asia-Pacific Conf. on Unsaturated Soils, A. Jotisankasa, ed., Curran Associates, Red Hook, New York, 1, 203–208.
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©2017 American Society of Civil Engineers.
History
Received: Jan 18, 2017
Accepted: Feb 14, 2017
Published online: Apr 26, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 26, 2017
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Research Assistant, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong (corresponding author). E-mail: [email protected]
Research Engineer, AECOM Asia Company Ltd., 138 Shatin Rural Committee Rd., Hong Kong. E-mail: [email protected]
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