1976Unpublished venueRequires access

Study of Irregular Compaction Curves

Ping Yein Lee

Open publisher page 4 citations

Abstract

Curves of dry density versus moisture content, as yielded by the standard ASTM compaction tests, usually show a single maximum, but some soils exhibit compaction curves with irregular shapes. This study examines some of the influences of soil preparation on these irregular compaction curves. When a surface tension reducing agent, such as aerosol-AY, is added to the water in soil specimen preparation, the shape of the irregular compaction curve will be altered. This effect is regarded as a verification of the effects of negative pore water pressure on the irregular compaction curve. In repeated compaction tests, it is economical and convenient to reuse the soil specimens. The results of liquid and plastic limit tests reveal approximately the same values in new and reused specimens. However, the reused soil specimens reveal a predominantly higher density in the zone of lower water content in an irregular compaction curve.

About this research paper

What this paper is about

Curves of dry density versus moisture content, as yielded by the standard ASTM compaction tests, usually show a single maximum, but some soils exhibit compaction curves with irregular shapes. This study examines some of the influences of soil preparation on these irregular compaction curves. When a surface tension reducing agent, such as aerosol-AY, is added to the water in soil specimen preparation, the shape of the irregular compaction curve will be altered. This effect is regarded as a verification of the effects of negative pore water pressure on the irregular compaction curve. In repeated compaction tests, it is economical and convenient to reuse the soil specimens. The results of liquid and plastic limit tests reveal approximately the same values in new and reused specimens. However, the reused soil specimens reveal a predominantly higher density in the zone of lower water content in an irregular compaction curve.

Why it matters

OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Curves of dry density versus moisture content, as yielded by the standard ASTM compaction tests, usually show a single maximum, but some soils exhibit compaction curves with irregular shapes. This study examines some of the influences of soil preparation on these irregular compaction curves. When a surface tension reducing agent, such as aerosol-AY, is added to the water in soil specimen preparation, the shape of the irregular compaction curve will be altered. This effect is regarded as a verification of the effects of negative pore water pressure on the irregular compaction curve. In repeated compaction tests, it is economical and convenient to reuse the soil specimens. The results of liquid and plastic limit tests reveal approximately the same values in new and reused specimens. However, the reused soil specimens reveal a predominantly higher density in the zone of lower water content in an irregular compaction curve.

Key concepts: Compaction, Geology, Geotechnical engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Study of Irregular Compaction Curves — Research Paper | ScholarLens