The results of particle size analysis and, where appropriate, Atterberg limit tests on samples of four soils are given in the table below. \table[[Particle size (mm),Percentage smaller (%)],[Soil A,Soil B,Soil C,Soil D],[19,100,-,-,-],[6.35,94,100,*,-],[2,69,98,-,-],[0.59,32,88,100,-],[0.21,13,67,95,100],[0.074 (no-200),2,37,73,99],[0.020,*,22,46,88],[0.006,*,11,25,71],[0.002,*,4,13,58]] \table[[Liquid limit (%),
**,Non-plastic,32,78],[Plastic limit (%),
**,24,31]] a) Plot the grain size distribution curve of each soil (use Excel or graphing softwares) b) Determine the percentages of gravel, sand and the fines in samples
Aand
B. c) Determine
D_(10),D_(20),D_(20),C_(8)and C s of soils A and B , and comment on their gradation. d) Classify each soil according to Unified Soil Classification System, give letter name. e) For soil D , if the natural water content is
55%, what is the consistency in its natural state. Determine also the plasticity index and liquidity index of soil D .