(For Items 11-13) SITUATION. The given data shows a sieve analysis of soil samples A, B and C. The given data shows a sieve analysis of soil samples A, Band C. Percent Finer A Percent Finer A B 84 58 100 68 46 100 52 36 88 36 30 78 24 26 70 18 22 64 Sieve No. Diameter (mm) Sieve No. Diameter (mm) C 84 58 100 46 100 C 4.760 2.380 2.000 0.840 0 420 0.250 0.149 0.074 4 4. 8 10 20 8 10 20 4.760 2380 2000 68 52 36 88 78 0.840 0.420 0.250 0.149 0.074 Characteristics of-40 Fraction 36 30 40 60 100 200 40 24 26 70 60 18 22 64 8 8 20 60 100 8 3 18 54 20 60 18 54 3 200 Characteristics of - 40 Fraction LL PL 43 52 43 52 21 30 LL 21 30 PL Classify what type of soil is sample A using USCS Method. Classify what type of soil is sample B using USCS Method. O GW O GC O GM GP SC O SP O SM O O O 0
(For Items 11-13) SITUATION. The given data shows a sieve analysis of soil samples A, B and C. The given data shows a sieve analysis of soil samples A, Band C. Percent Finer A Percent Finer A B 84 58 100 68 46 100 52 36 88 36 30 78 24 26 70 18 22 64 Sieve No. Diameter (mm) Sieve No. Diameter (mm) C 84 58 100 46 100 C 4.760 2.380 2.000 0.840 0 420 0.250 0.149 0.074 4 4. 8 10 20 8 10 20 4.760 2380 2000 68 52 36 88 78 0.840 0.420 0.250 0.149 0.074 Characteristics of-40 Fraction 36 30 40 60 100 200 40 24 26 70 60 18 22 64 8 8 20 60 100 8 3 18 54 20 60 18 54 3 200 Characteristics of - 40 Fraction LL PL 43 52 43 52 21 30 LL 21 30 PL Classify what type of soil is sample A using USCS Method. Classify what type of soil is sample B using USCS Method. O GW O GC O GM GP SC O SP O SM O O O 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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