Evaluation of diversion length of the capillary barrier with nonflatness of regular sine wave shape between sand and gravel layers-Reference-Cited by-同舟云学术

Evaluation of diversion length of the capillary barrier with nonflatness of regular sine wave shape between sand and gravel layers

Published:2016 Issue:2 Volume:11 Page:139-148
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

MATSUMOTO Kazunobu¹,KOBAYASHI Kaoru²,MORII Toshihiro³,NAKAFUSA Satoru⁴

Affiliation:

1. The 1st Laboratory, Research Institute of Technology, Tobishima Corporation

2. Department of Urban and Civil Engineering, Ibaraki University

3. Research Institute for Natural Hazards and Disaster Recovery, Niigata University

4. Nuclear Regulatory Agency, Nuclear Regulation Authority

Publisher

The Japanese Geotechnical Society

Subject

Industrial and Manufacturing Engineering

Link

https://www.jstage.jst.go.jp/article/jgs/11/2/11_139/_pdf

Reference6 articles.

1. 4) Steenhuis T. S., Parlange J. -Y. and Kung K –J., “Comment on ‘The diversion capacity of capillary barriers’ by Benjamin Ross”, Water Resources Research, Vol. 27, No. 8, pp. 2155-2156, 1991.

2. 11) Ross, B. : The Diversion Capacity Barriers, Water Resources Research, 26(10), pp.2625-2629, 1990.

3. 12) Kung,K-J.S. : Preferential flow in a sandy vadose zone 2. Mechanism and implications, Geoderma 46, pp.51-58, 1990.

4. 15) van Genuchten, M.Th : A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Sicety of American Journal, 44, pp.892-898, 1980.

5. 17) Morii T., Kobayashi K., Matsumoto K., Suzuki T., Kawai T. and Nakafusa S. : Practical application of capillary barrier of soil into a shallow land waste repository, Proceedings of the Fifth China-Japan Geotechnical symposium, pp.123-126, 2012.

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