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- W2185676815 abstract "This paper presents strength characteristics of an unsaturated silty clay reinforced with randomly mixed polymer strips. Amount of strip inclusions is varied as 1%, 2%, 3% and 4% by weight of soil. Triaxial compression tests were performed on reinforced soil specimens to evaluate its strength and stress-strain behaviour. Increase in the amount of inclusions increased peak strength of soil, with the effect being more pronounced at low water contents or low degrees of saturation. While parameter c increased, parameter I decreased with increasing amount of inclusions. However, the over all shear strength of the reinforced soil increased." @default.
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- W2185676815 date "2011-01-01" @default.
- W2185676815 modified "2023-09-27" @default.
- W2185676815 title "IMPROVING STRENGTH BEHAVIOUR OF A SILTY CLAY THROUGH POLYMER STRIPS" @default.
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- W2185676815 hasPublicationYear "2011" @default.
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