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civil engineering soil mechanics and foundation engineering
1. The consistency index of a soil is defined as the ratio of
(A): liquid limit minus the natural water content to the plasticity index of the soil
(B): liquid limit plus the natural water content to the plasticity index of the soil
(C): natural water content of a soil minus plastic limit to the plasticity index of the soil
(D): natural water content of a soil plus its plastic limit to the plasticity index of the soil.
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