Constriction-Based Retention Criterion for Granular Filter Design-Reference-Cited by-同舟云学术

Constriction-Based Retention Criterion for Granular Filter Design

Published:2007-03 Issue:3 Volume:133 Page:266-276
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Indraratna Buddhima¹²³,Raut Ashok K.¹²³,Khabbaz Hadi¹²³

Affiliation:

1. Professor of Civil Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author).

2. Senior Water Engineer, Snowy Mountains Engineering Corporation, Level 6, 76 Berry St. North Sydney, NSW 2060, Australia.

3. Lecturer, School of Civil Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

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%282007%29133%3A3%28266%29

Reference22 articles.

1. Bertram G. E. (1940). “An experimental investigation of protective filters.” Rep. No . 267 Harvard Graduate School of Engineering Vol. 6.

2. Dilema E. L. G. (1990). “Development of permeability-floc size criteria for granular filter design.” MSc thesis No. GT-89-4 Asian Institute of Technology Bangkok Thailand.

3. Assessing Embankment Dam Filters That Do Not Satisfy Design Criteria

4. Improved Filter Criterion for Cohesionless Soils

5. Humes C. (1996). “A new approach to compute the void-size distribution curves of protective filters.” Proc. GeoFilters ’96 J. Lafleur and A. L. Rollin eds. Bitech Pub. Montreal Canada 57–66.

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