Geometrical Method for Evaluating the Internal Instability of Granular Filters Based on Constriction Size Distribution-Reference-Cited by-同舟云学术

Geometrical Method for Evaluating the Internal Instability of Granular Filters Based on Constriction Size Distribution

Published:2015-10 Issue:10 Volume:141 Page:04015045
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Indraratna Buddhima¹,Israr Jahanzaib²,Rujikiatkamjorn Cholachat³

Affiliation:

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

2. Ph.D. Candidate, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

3. Associate Professor, Faculty of Engineering, Univ. of Wollongong, Wollongong, 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%29GT.1943-5606.0001343

Reference35 articles.

1. Void Ratio of Noncohesive Soils and Similar Materials

2. ASTM. (2006a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” D4253-06 West Conshohocken PA.

3. ASTM. (2006b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254-00 West Conshohocken PA.

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