Triaxial A -value versus Swell or Collapse for Compacted Soil
Robert W. Day, Edred T. Marsh
Abstract
Robert W. Day, Edred T. Marsh
Abstract
The purpose of this technical note is to compare the triaxial A -value with the percentage of swell or collapse measured in the oedometer apparatus for three different compacted soils. Those soils that collapsed in the oedometer apparatus had a high A -value from the triaxial test that is indicative of contractive behavior, and those soils that tended to swell conversely had a low to negative A -value from the triaxial test indicative of dilative behavior. The relationship between triaxial A -values and the swell or collapse from oedometer tests may be useful in identifying soil-behavior discrepancies and laboratory testing errors. The soil behavior is independent of the dry density of the compacted soil and the confining pressure.
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The purpose of this technical note is to compare the triaxial A -value with the percentage of swell or collapse measured in the oedometer apparatus for three different compacted soils. Those soils that collapsed in the oedometer apparatus had a high A -value from the triaxial test that is indicative of contractive behavior, and those soils that tended to swell conversely had a low to negative A -value from the triaxial test indicative of dilative behavior. The relationship between triaxial A -values and the swell or collapse from oedometer tests may be useful in identifying soil-behavior discrepancies and laboratory testing errors. The soil behavior is independent of the dry density of the compacted soil and the confining pressure.
Key concepts: Oedometer test, Geotechnical engineering, Swell, Triaxial shear test, Geology, Soil water, Overburden pressure, Soil test