Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Diameter Sieve No. A B с (mm) #4 4.760 100 90 100 #8 2.380 97 64 100 # 10 2.000 92 54 98 # 20 0.840 87 34 92 # 40 0.420 53 22 84 0.250 42 17 79 0.149 26 9 70 0.074 17 4 63 Characteristics of - 40 fraction 47 35 20 24 #60 # 100 # 200 LL PL
Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Diameter Sieve No. A B с (mm) #4 4.760 100 90 100 #8 2.380 97 64 100 # 10 2.000 92 54 98 # 20 0.840 87 34 92 # 40 0.420 53 22 84 0.250 42 17 79 0.149 26 9 70 0.074 17 4 63 Characteristics of - 40 fraction 47 35 20 24 #60 # 100 # 200 LL PL
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Find the ff:
- Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW – Well graded gravel)
- Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)
- Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW – Well graded gravel)
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