SITUATION 4: The following data shows the results of the sieve analysis of two soil samples A and B. Sieve Percent Opening(mm) Passing no. B 100 A # 4 4.76 90 #8 2.38 64 98 #10 2.0 58 90 #25 #60 0.71 0.25 30 72 22 45 #100 0.149 10 25 # 200 | 0.074 11. Which of the following most nearly gives the uniformity coefficient for soil A. 4 а. 12 C. 10 12. Classify the soil A using USCS method. b. 15 d. 8 a. well graded sand b. well graded gravel C. poorly graded sand d. poorly graded gravel 13. Classify the soil B using USCS method. a. well graded sand b. well graded gravel c. poorly graded sand d. poorly graded gravel
SITUATION 4: The following data shows the results of the sieve analysis of two soil samples A and B. Sieve Percent Opening(mm) Passing no. B 100 A # 4 4.76 90 #8 2.38 64 98 #10 2.0 58 90 #25 #60 0.71 0.25 30 72 22 45 #100 0.149 10 25 # 200 | 0.074 11. Which of the following most nearly gives the uniformity coefficient for soil A. 4 а. 12 C. 10 12. Classify the soil A using USCS method. b. 15 d. 8 a. well graded sand b. well graded gravel C. poorly graded sand d. poorly graded gravel 13. Classify the soil B using USCS method. a. well graded sand b. well graded gravel c. poorly graded sand d. poorly graded gravel
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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