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Q2. A sample of soil was tested in the laboratory with the following results: Soil LL PI 1 inch 3/4 inch 1/2 inch No.4 Sieve

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? Soil. A LL = -, P1 = NP % finer Sieve size Cmm 25.4mm 100 19.0 mm 100 12.7 mm 100 4.76mm 90 2.0mm 63 0.841 mm 21 0.420 mm 1100+ 908 80 + finer CN) pencentage 70 60 Dio = 0.25 mm D20 0.9 mm 50 Doo = 3.0mm HO 30 = 12 20 Cu=D60 DIO Cc Doox Dio = (D30)For sand, uniformity and coefficient graded sand coefficient (u gbon mone is well curvature (6) lies between 1 and3 => well 6So renaining g larger 91% a course fraction out of this 49% is grefarried on (4.76 mm) = 100-57 (91-49) = 12% refained on No:Here 100-49 → 51 % retained on 0.074 mm sieve .. coapse grained sord 9 graves out this course foraclion, 2% nefaersed on 4.76

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