Chapter
Apr 26, 2012
Structure Degradation of Dry Aggregated Soils: Experimental Evidence and Model Formulation
Authors: A. Koliji [email protected], L. Vulliet [email protected], L. Laloui Switzerland,[email protected], A. Carminati [email protected], A. Kaestner [email protected], H. Flühler [email protected], P. Lehmann [email protected], R. Hassanein [email protected], E. Lehmann [email protected], and P. Vontobel [email protected]Author Affiliations
Publication: Unsaturated Soils 2006
Abstract
Aggregated soils, such as agricultural soils, are under consideration as representatives of structured soils with double structure, including macro and micro porosity. In this paper, the main characteristics in compression behaviour of these soils are first addressed. The possible mechanisms of structure degradation are presented with special emphasis on the role of microstructure. The experimental technique of neutron tomography followed by image processing is used to quantify structure degradation during compression. A state parameter is introduced to describe the soil structure degradation and an evolution law is proposed as a function of the associated plastic strains. This parameter is then used to develop a compression model formulation and to propose an evolution rule for the apparent preconsolidation pressure for aggregated soils.
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© 2006 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Aggregates
- Chemical degradation
- Chemical processes
- Chemistry
- Compressive strength
- Engineering fundamentals
- Environmental engineering
- Geomechanics
- Geotechnical engineering
- Infrastructure
- Material mechanics
- Material properties
- Materials engineering
- Models (by type)
- Pavements
- Soil analysis
- Soil compression
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil structures
- Strength of materials
- Structural engineering
- Structural models
- Structures (by type)
- Transportation engineering
Authors
Affiliations
Ecole Polytechnique Fédérale de Lausanne (EPFL), Soil Mechanics Laboratory (LMS), CH-1015 Ecublens, Switzerland. E-mail: [email protected]
Ecole Polytechnique Fédérale de Lausanne (EPFL), Soil Mechanics Laboratory (LMS), CH-1015 Ecublens, Switzerland. E-mail: [email protected]
Ecole Polytechnique Fédérale de Lausanne (EPFL), Soil Mechanics Laboratory (LMS), CH-1015 Ecublens. E-mail: Switzerland,[email protected]
Institute for Terrestrial Ecology, ETHZ, CH-8092 Zürich, Switzerland. E-mail: [email protected]
Institute for Terrestrial Ecology, ETHZ, CH-8092 Zürich, Switzerland. E-mail: [email protected]
Institute for Terrestrial Ecology, ETHZ, CH-8092 Zürich, Switzerland. E-mail: [email protected]
Institute for Terrestrial Ecology, ETHZ, CH-8092 Zürich, Switzerland. E-mail: [email protected]
Spallation Neutron Source Division ASQ, Paul Scherrer Institute, CH-5232 Villigen, Switzerland. E-mail: [email protected]
Spallation Neutron Source Division ASQ, Paul Scherrer Institute, CH-5232 Villigen, Switzerland. E-mail: [email protected]
Spallation Neutron Source Division ASQ, Paul Scherrer Institute, CH-5232 Villigen, Switzerland. E-mail: [email protected]
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