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Mathieu Lamandé

In situ subsoil stress-strain behaviour in relation to soil precompression stress

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Soil compaction negatively influences many important soil functions, including crop growth. Compaction occurs when the applied stress, [sigma], overcomes the soil strength. Soil strength in relation to compaction is typically expressed by the soil precompression stress, [sigma]pc. Deformation is assumed to be elastic and reversible as long as [sigma] <= [sigma]pc. This work examined soil stress-strain behavior as measured in situ during wheeling experiments and related it to the stress-strain behavior and [sigma]pc measured on soil cores in uniaxial compression tests in the laboratory. The data analyzed were from a large number of wheeling experiments carried out in Sweden and Denmark on soils with a wide range of texture. Contradicting the concept of precompression stress, we observed residual strain, [Latin Small Letter Open E]res, at [sigma] <= [sigma]pc. These observations were supported by stress-strain data measured in uniaxial compression tests, which likewise showed [Latin Small Letter Open E]res > 0 at [sigma] <= [sigma]pc. Residual strain was observed in the field when [sigma] exceeded approximately 40 kPa, and when the ratio [sigma]/[sigma]pc exceeded roughly 0.1, although [Latin Small Letter Open E]res was very small at [sigma]/[sigma]pc < 0.5. These values were similar to those obtained on confined uniaxial compression curves. On the basis of our findings, we question the use of [sigma]pc as a measure of soil strength and call for a reevaluation of the precompression stress concept.
Original languageEnglish
JournalSoil Science
Volume177
Issue8
Pages (from-to)490-497
ISSN0038-075X
DOIs
Publication statusPublished - 2012

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