Journal Published Online: 01 June 1993
Volume 16, Issue 2

Evaluation of Fill Compaction

CODEN: GTJODJ

Abstract

Compaction was evaluated of existing fills at seven sites. The field densities were evaluated with three different techniques. These techniques included: (1) the sand-cone method, ASTM D 1556; (2) the drive-cylinder method, ASTM D 2937; and (3) a smaller version of drive cylinder that was driven manually into the ground. Two comparisons were made: between sand cone and drive cylinder (ASTM D 2937), and between sand cone and smaller (manual) drive cylinder. The results indicate excellent agreement. A linear regression analysis of all the data points indicates a correlation coefficient of 0.972.

Author Information

Sikh, TS
Ninyo & Moore Earth Sciences Consultants, San Diego, CA
Pages: 3
Price: $25.00
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Details
Stock #: GTJ10046J
ISSN: 0149-6115
DOI: 10.1520/GTJ10046J