SITUATION 1 The sieve analysis of three soils and the liquid and plastic limits of the fraction passing no.40 sieve are given below. Classify each soil using AASHTO classification system. ( Sieve Analysis Sieve No. Diameter Percent Finer (%) (mm) A 4.750 90 100 100 8 2.360 64 90 100 10 2.000 54 77 98 20 0.850 34 59 92 40 0.425 22 51 84 60 0.250 17 42 79 100 0.150 9. 35 70 200 0.075 33 63 Characteristics of fraction passing no.40 sieve LL 35 46 47 PL 29 29 24
SITUATION 1 The sieve analysis of three soils and the liquid and plastic limits of the fraction passing no.40 sieve are given below. Classify each soil using AASHTO classification system. ( Sieve Analysis Sieve No. Diameter Percent Finer (%) (mm) A 4.750 90 100 100 8 2.360 64 90 100 10 2.000 54 77 98 20 0.850 34 59 92 40 0.425 22 51 84 60 0.250 17 42 79 100 0.150 9. 35 70 200 0.075 33 63 Characteristics of fraction passing no.40 sieve LL 35 46 47 PL 29 29 24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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