Study on an appropriate fine soil(sand) for maximizing diversion length for capillary barrier of soil-Reference-Cited by-同舟云学术

Study on an appropriate fine soil(sand) for maximizing diversion length for capillary barrier of soil

Published:2019-03-31 Issue:1 Volume:14 Page:43-56
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

KOBAYASHI Kaoru¹,SUZUKI Asuka²,MATSUMOTO Kazunobu³,MORII Toshihiro⁴

Affiliation:

1. Domain of Civil, Architectural and Environmental Engineering, Ibaraki University

2. Tokyo Metropolitan Government, Bureau of Sewerage, Chubu Sewerage Office

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

4. Institute of Natural Science, Niigata University

Publisher

The Japanese Geotechnical Society

Subject

Industrial and Manufacturing Engineering

Link

https://www.jstage.jst.go.jp/article/jgs/14/1/14_43/_pdf

Reference5 articles.

1. 11) Ross,B.:The diversion capacity of capillary barriers , Water Resources Research, Vol.26, No.10, pp.2625-2629, 1990.

2. 12) Steenhuis, T. and Parlange, J. -Y. and Kung-J. :Comment on The diversion capacity of capillary barriers by Benjamin Ross, Water Resources Research, Vol.27, No.8, pp.2155-2156, 1991.

3. 14) Brooks,R.H. and Corey,A.T. : Prpperties of porous media affecting fluid flow, J. of the Irrigation and Drainage Division, proceedings of the American Society of Civil Engineers, Vol.92, No.IR2, pp.61-88, 1966.

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

5. 16) Kosugi, K.: Lognormal distribution model for unsaturated soil hydraulic properties, Water Resources Research, Vol.32, pp.2697-2703, 1996.

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