Discussions and Closures
Jan 28, 2016

Discussion of “Drained Monotonic Responses of Suffusional Cohesionless Soils” by Lin Ke and Akihiro Takahashi

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 5
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Acknowledgments

The research was supported by the National Natural Science Foundation of China (No. 51179060), 973 Program (No. 2013CB036003), the Education Ministry Foundation of China (No. 20110094130002), and in part, supported by the Program for Changjiang Scholars and Innovative Research Team in University (No. IRT1125), the 111 Project (No. B13024) of China.

References

Indraratna, B., Nguyen, V. T., and Rujikiatkamjorn, C. (2011). “Assessing the potential of internal erosion and suffusion of granular soils.” J. Geotech. Geoenviron. Eng., 550–554.
Kezdi, A. (1979). Soil physics, Elsevier Scientific, Amsterdam, Netherlands.
Rönnqvist, H. (2010). “Predicting surfacing internal erosion in moraine core dams.” KTH TRITA-LWR Licentiate degree thesis 2050, Stockholm, Sweden.
Vaughan, P. R. (1994). “Criteria for the use of weak and weathered rock for embankment fill and its compaction control.” 13th Int. Conf., Soil Mechanics and Foundation Engineering, New Delhi, India, 195–206.
Wan, C. F., and Fell, R. (2008). “Assessing the potential of internal instability and suffusion in embankment dams and their foundations.” J. Geotech. Geoenviron. Eng., 401–407.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 5May 2016

History

Received: Sep 8, 2015
Accepted: Oct 9, 2015
Published online: Jan 28, 2016
Published in print: May 1, 2016
Discussion open until: Jun 28, 2016

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Authors

Affiliations

Yousif A. H. Dallo [email protected]
Hohai Univ., College of Water Conservancy and Hydropower Engineering, 1 Xikang Rd., Nanjing, Jiangsu 210098, P.R. China. E-mail: [email protected]
Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, P.R. China (corresponding author). E-mail: [email protected]

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