European Journal of Environmental and Civil engineering · 2013 · 39 citations · 13 references
Natural SciencesMaterials EngineeringMaterials ScienceMaterials ChemistryMineralogyNanomaterialsClay MineralogyClay MineralsPhase RelationshipsRock TexturesAggregate PorosityClay Mineral CrystallographyClay Mineral StructuresMicrostructural ChangeMineral Grain MorphologyMontmorillonite BehaviorPorosityQualitative Composition Analysis
The aim of this study is to understand and to characterise the influence of the montmorillonite fraction on the behaviour of several mixtures of kaolin and montmorillinite, ranging from pure kaolinite to pure montmorillonite. We show that beyond 35% in weight, montmorillonite is responsible for the global behaviour of the mixture. At the global level, the influence of montmorillonite becomes apparent through the fact that one-dimensional compressibility path, in the (logσ′v-e) plane, loses its linearity. At the local level, MIP results show that the compressibility, for any of the studied mixtures, results in variations in inter-aggregate porosity. The qualitative analysis of SEM images explains the macroscopic behaviour, showing that the more flexible particles of montmorillonite form a structured network surrounding the kaolinite particles. When the percentage of montmorillonite exceeds 35%, the role of this phase becomes major, imposing in particular the particles orientation mechanisms.
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A. W. Skemption, R. D. Northey · Géotechnique · 1952 · 509 citations
Theory and practice of the fall cone test
Tatsuya Koumoto, G. T. Houlsby · Géotechnique · 2001 · 188 citations
Engineering, Civil Engineering, Geotechnical Engineering +14