Effects of Ionic Strength on Fine Particle Clogging of Soil Filters-Reference-Cited by-同舟云学术

Effects of Ionic Strength on Fine Particle Clogging of Soil Filters

Published:2002-08 Issue:8 Volume:128 Page:631-639
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hajra M. G.¹,Reddi L. N.²,Glasgow L. A.³,Xiao M.¹,Lee I. M.⁴

Affiliation:

1. Formerly, Doctoral Research Assistant, Dept. of Civil Engineering, 2118 Fiedler Hall, Kansas State Univ., Manhattan, KS 66506.

2. Professor and Head, Dept. of Civil Engineering, 2118 Fiedler Hall, Kansas State Univ., Manhattan, KS 66506.

3. Professor, Dept. of Chemical Engineering, 105 Durland Hall, Kansas State Univ., Manhattan, KS 66506.

4. Professor, Dept. of Civil Engineering, Korea Univ., Seoul 136-701, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A8%28631%29

Reference14 articles.

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2. Baghdlklan S. Y. Sharma M. M. and Handy L. L. (1989). “Flow of clay suspensions through porous media.” SPE Reservoir Eng. 213–220.

3. The sealing of soils by manure. I. Preliminary investigations.;Barrington S. F.;Can. Agric. Eng.,1987

4. The sealing of soils by manure. II. Sealing mechanisms.;Barrington S. F.;Can. Agric. Eng.,1987

5. Gray D. H. and Rex R. W. (1965). “Formation damage in sandstones caused by clay dispersion and migration.” Proc. 14th Clay Minerals Soc. North American Clay Minerals Conf. Univ. of California Berkeley Berkeley Calif.

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