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- W589263448 abstract "To obtain a better understanding of the behaviour of unsaturated granular soils at low stress levels a comprehensive programme of one dimensional compression tests and triaxial compression tests has been carried out on limestone backfills with gradings satisfying the United Kingdom's Department of Transport specifications for granular sub bases and pipe bedding material. Two types of cell (1-D and triaxial), both of which allow the separate measurement/control of pore air and pore water pressures, have been used to examine the effect of suction on soil behaviour, particularly compressibility and stiffness. Significant strains were observed on inundation, the magnitude being dependent upon the magnitude of the suction prior to the inundation. (A) For the covering abstract see IRRD 859718." @default.
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- W589263448 date "1993-01-01" @default.
- W589263448 modified "2023-09-26" @default.
- W589263448 title "THE DEFORMATION BEHAVIOUR OF PARTIALLY SATURATED GRANULAR FILL AT LOW STRESS LEVELS" @default.
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