Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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Aarhus University

in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (3/3 displayed)

  • 2023An empirical model for prediction of topsoil deformation in field traffic3citations
  • 2017A novel method for estimating soil precompression stress from uniaxial confined compression tests17citations
  • 2012In situ subsoil stress-strain behaviour in relation to soil precompression stress46citations

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Labouriau, Rodrigo
1 / 1 shared
Lamandé, Mathieu
2 / 6 shared
Arvidsson, J.
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Weisskopf, P.
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Stettler, M.
1 / 1 shared
Keller, T.
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2023
2017
2012

Co-Authors (by relevance)

  • Labouriau, Rodrigo
  • Lamandé, Mathieu
  • Arvidsson, J.
  • Weisskopf, P.
  • Stettler, M.
  • Keller, T.
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article

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

  • Lamandé, Mathieu
  • Arvidsson, J.
  • Schjønning, Per
  • Weisskopf, P.
  • Stettler, M.
  • Keller, T.
Abstract

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.

Topics
  • impedance spectroscopy
  • experiment
  • strength
  • stress-strain behavior
  • compression test
  • texture