Time-Dependent Particle Transport through Granular Filters-Reference-Cited by-同舟云学术

Time-Dependent Particle Transport through Granular Filters

Published:2001-06 Issue:6 Volume:127 Page:521-529
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Locke Mark¹²³⁴,Indraratna Buddhima¹²³⁴,Adikari Gamini¹²³⁴

Affiliation:

1. Member, ASCE

2. Doctoral Candidate, Facu. of Engrg., Univ. of Wollongong, NSW, Australia, 2522.

3. Prof. of Civ. Engrg., Facu. of Engrg., Univ. of Wollongong, NSW, Australia, 2522.

4. Prin. Engr. Dams, Snowy Mountains Engineering Corp., P.O. Box 559 Carnegie VIC, Australia, 3163.

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%282001%29127%3A6%28521%29

Reference19 articles.

1. Delgado Ramos F. ( 2000). “Laboratory simulation of the internal erosion phenomenon to determine the variables that influence the efficiency of filters for cohesive soils.” PhD thesis University of Granada Granada Spain (in Spanish).

2. Giroud J. ( 1996). “Granular filters and geotextile filters.” Proc. Geofilters '96 Comptes Rendus J. Lafleur and A. Rollin eds. Bitech Publications Montreal Canada 565–680.

3. Happel J. and Brenner H. ( 1965). Low Reynolds number hydrodynamics Noordhoff Leyden The Netherlands.

4. Humes C. ( 1996). “A new approach to compute the void-size distribution curves of protective filters.” Proc. Geofilters '96 Comptes Rendus Lafleur and Rollin eds. Bitech Publications Canada 57–66.

5. Indraratna B. and Locke M. ( 2000). “Analytical modelling and experimental verification of granular filter behaviour.” Filters and drainage in geotechnical and geoenvironmental engineering W. Wolski and J. Mlynarek eds. Balkema Rotterdam The Netherlands 3–26.

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