Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis
ASTM International

Books & Journals/Geotechnical Testing Journal/Citation Page/

Volume 30, Issue 3 (May 2007)

ISSN: 0149-6115
Published Online: 11 October 2006
Page Count: 9

Click here to download this paper now

View License Agreement

Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis
Aydilek, AH
Assistant Professor, Department of Civil and Environmental Engineering, University of Maryland, 1163 Glenn Martin Hall, College Park, MD, 20742

D’Hondt, D
Department of the Army, Installation Management, Yakima, WA

Holtz, RD
Professor, Department of Civil and Environmental Engineering, University of Washington, 132F More Hall, Seattle, WA, 98195

(Received 25 May 2006; accepted 10 August 2006)

Abstract

Analysis of the filtration performance of a geotextile filter necessitates accurate information about the size distribution of geotextile pore openings. The effectiveness of the bubble point test in determining the pore and constriction sizes of geotextiles was evaluated. The characteristic woven geotextile pore and nonwoven geotextile constriction sizes, O95, were determined for a variety of specimens and compared with both the manufacturers’ reported AOS values, and with those determined from the two previously developed image-based procedures and theoretical equations. The results indicated that the O95 sizes of woven mono and multifilament geotextiles determined by image analyses compared well with the AOS values, whereas the same observations were not made for the bubble point-based O95 sizes. The O95 constriction sizes of various nonwoven geotextiles obtained by the bubble point test were not comparable to the manufacturers’ reported AOS values, indicating the limitation of ASTM D 4751 in determining constriction sizes. A direct method, such as image analysis, may be a better approach for determining the pore sizes of woven geotextiles, whereas the bubble point method should be preferred to determine constriction sizes in a nonwoven geotextile. Recommendations are made in regard to improvements in the current ASTM standard on bubble point testing.



Keywords:
nonwoven geotextile, woven geotextile, pore size, constriction size, image analysis, dry sieving, bubble point

Paper ID: GTJ100663
DOI: 10.1520/GTJ100663

ASTM International is a member of CrossRef.
Author Aydilek AH, D’Hondt D, Holtz RD Title Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis Symposium , Committee on

 
Copyright © 1996-2007 ASTM. All Rights Reserved.
ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA, 19428-2959 USA