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Strength of stabilised soils. A laboratory study on clays and organic soils stabilised with different types of binder. Diss

Swedish title: Strength of stabilised soils. A laboratory study on clays and organic soils stabilised with different types of binder. Diss
Author Helen Åhnberg
Series: SGI Rapport
Number: 72
Year: 2006
Pages: 200
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Comment Lund University. Department of Construction Sciences. Soil Mechanics. LUTVDG/TVSM-06/1020
Summary The thesis consist of the following papers: (I) Åhnberg, H, Johansson, SE, Pihl, H, Carlsson, T: Stabilising effects of different binders in som Swedish soils; (II) Åhnberg, H, Johansson, SE: Increase in strength with time in soils stabilised with different types of binder in relation to the the type and amount of reaction products; (III) Åhnberg, H, Bengtsson, PE, Holm, G: Effect of initial loading on the strength of stabilised peat; (IV) Åhnberg, H: Measured permeabilities in stabilised Swedish soils; (V) Åhnberg, H: Effects of back pressure and strain rate used in triaxial testing of stabilised organic soils and clays; (VI) Åhnberg, H: Consolidation stress effects on the strength of stabilised Swedish soils; (VII) Åhnberg, H: On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilised soils