Journal Published Online: 23 October 2007
Volume 31, Issue 2

Determination of Cylindrical Soil Specimen Dimensions by Imaging with Application to Volume Change of Bentonite-Sand Mixtures

CODEN: GTJODJ

Abstract

Volumetric shrinkage of compacted bentonite and sand mixtures has been continuously monitored at small strain levels (i.e., <5 %) using a digital image processing technique. A special digital measurement setup and a computer algorithm have been developed in order to identify volume of the drying specimens. Volume change of three compacted bentonite-sand mixtures at different initial moisture contents were recorded during drying by means of vernier caliper and digital measurements. Continuous monitoring of the volumetric shrinkage of specimens using digital images proved that digital measurement and data reduction methodology developed herein is capable of determining the shrinkage amount with desired accuracy. It is shown in the study that consistent volumetric shrinkage strain readings can be taken using this cost effective, nondestructive, and operator independent measurement setup, which may have become the preferred shrinkage measurement methodology in soil mechanics laboratory practice with some added features.

Author Information

Önal, Okan
Dokuz Eylul University, Civil Engineering Department, Kaynaklar Yerleskesi, Buca, Izmir/Turkey
Ören, Ali
Dokuz Eylul University, Civil Engineering Department, Kaynaklar Yerleskesi, Buca, Izmir/Turkey
Özden, Gürkan
Dokuz Eylul University, Civil Engineering Department, Kaynaklar Yerleskesi, Buca, Izmir/Turkey
Kaya, Abidin
Department of Transportation, Materials Research Laboratory, Honolulu, Hawaii
Pages: 8
Price: $25.00
Related
Reprints and Permissions
Reprints and copyright permissions can be requested through the
Copyright Clearance Center
Details
Stock #: GTJ100548
ISSN: 0149-6115
DOI: 10.1520/GTJ100548