Effect of Shape of Damage Hole on Self-Healing Capacity of GCL
Author:
Affiliation:
1. Graduate School of Science and Engineering, Saga University, Japan
Publisher
Japan Chapter of International Geosynthetics Society
Link
https://www.jstage.jst.go.jp/article/jcigsjournal/32/0/32_59/_pdf
Reference10 articles.
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3. Jo, H.Y., Benson, C.H., Shackelford, C.D., Lee, J.M. and Edil, T.B., 2005. Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions. Journal of Geotechnical and Geoenvironmental Engineering,131(4), pp. 405-417.
4. Koerner, R.M., 2012. Designing with geosynthetics (Vol. 1). Xlibris Corporation.
5. Mitchell, J.K. and Soga, K., 2005. Fundamentals of soil behavior.
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