4.7 Article

Challenges in the development of analytical soil compaction models

Journal

SOIL & TILLAGE RESEARCH
Volume 111, Issue 1, Pages 54-64

Publisher

ELSEVIER
DOI: 10.1016/j.still.2010.08.004

Keywords

Soil compaction; Modelling; Stress propagation; Concentration factor; Precompression stress

Categories

Funding

  1. Swedish Farmers' Foundation for Agricultural Research (SLF)
  2. Swiss Federal Office for Agriculture (BLW)
  3. Swedish Research Council for Environment, Agricultural Sciences and Spatial Planning (Formas)

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Soil compaction can cause a number of environmental and agronomic problems (e.g. flooding, erosion, leaching of agrochemicals to recipient waters, emission of greenhouse gases to the atmosphere, crop yield losses), resulting in significant economic damage to society and agriculture. Strategies and recommendations for the prevention of soil compaction often rely on simulation models. This paper highlights some issues that need further consideration in order to improve soil compaction modelling, with the focus on analytical models. We discuss the different issues based on comparisons between experimental data and model simulations. The upper model boundary condition (i.e. contact area and stresses at the tyre-soil interface) is highly influential in stress propagation, but knowledge on the effects of loading and soil conditions on the upper model boundary condition is inadequate. The accuracy of stress transducers and therefore of stress measurements is not well known, despite numerous studies on stress in the soil profile below agricultural tyres. Although arable soils are characterised by distinct soil layers with different mechanical properties, analytical models rely on a one-layer approach with regard to stress propagation, an anomaly that needs further attention. We found large differences between soil stress-strain behaviour obtained from in situ measurements during wheeling experiments and those measured on cylindrical soil samples in standard laboratory tests. We concluded that the main reason was differences in loading time, and suggest that future research should concentrate on in situ stress-strain behaviour during short time, dynamic loading. (C) 2010 Elsevier B.V. All rights reserved.

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