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Tills and other deposits associated with cold climates
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angle of friction anhydrite Anon capillary carbonate cemented Chalk classification clay minerals clay soils coefficient cohesion collapse compressive strength Conf consolidation decrease deformation degree deposits depth developed discontinuities dispersive soils effective engineering properties failure Figure fissures flow fracture friction geological Geot Geotechnique gibbsite grades grains granular gravel groundwater gypsum heave illite increase influence intact rock joints kaolinite layer less limestone liquid limit load loess material modulus montmorillonite natural moisture content normal occur overburden pressure overconsolidated oxidation peat permeability plastic limit plasticity index pore pressure pore water pressure porosity Proc Q. J. Engg Geol quick clays range reduced residual soils rock mass Rock Mech sample sand Sandstone saturated sediments settlement shales shear strength silt Soil Mech strain stress structure suction surface swelling tests thickness triaxial tropical unconfined compressive strength undrained values void ratio volume water content water table weathering whilst Young's modulus zone