A Novel Trimming Technique for Frozen Sand Specimens
ASTM International

Books & Journals/Geotechnical Testing Journal/Citation Page/

Volume 30, Issue 6 (November 2007)

ISSN: 0149-6115
Published Online: 6 June 2007
Page Count: 4

Click here to download this paper now

View License Agreement

A Novel Trimming Technique for Frozen Sand Specimens
Sanzeni A, Germaine JT, Whittle AJ, Colleselli F
(Received 10 March 2006; accepted 15 March 2007)

Abstract

A trimming technique is described for the preparation of specimens of frozen sand for one-dimensional thawing and consolidation tests. Specimens are trimmed directly into the apparatus’ confining ring using its cylindrical cutting edge; a heated metal blade is employed to remove the excess soil, while dry ice is used as coolant. The technique is performed at room temperature and is particularly suitable for 1-D thaw-consolidation tests where dimensional tolerances are critical. The technique was applied for preparing specimens of frozen sand from the Venice Lagoon deposits for 1-D compression tests in the Constant Rate of Strain (CRS) apparatus (Wissa et al. 1971). Specimen handling and test setup are described in detail; testing procedure included measurement of axial strain during thawing.



Keywords:
specimen preparation, sand, one-dimensional consolidation, frozen cohesionless soils, sample disturbance, Venice

Paper ID: GTJ100534
DOI: 10.1520/GTJ100534

ASTM International is a member of CrossRef.
Author Sanzeni A, Germaine JT, Whittle AJ, Colleselli F Title A Novel Trimming Technique for Frozen Sand Specimens 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