b. Determine the soil classification according to USCS Percent passing the No 10 sieve = 40 Percent passing the No 40 sieve = 35 Percent passing the No 200 sieve = 10 The LL = 35, PI = 15.
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- For the soils that are classified by the following AASHTO symbols, what would be the most likely USCS symbols? (Reference: Liu, 1970) Gravels sands: A-l-a, A-l-b, A3, A-2-4, A-2-5, A-2-6, A-2-7 Fines: A-4, A-5, A-6, A-7-5, A-7-6(1)Determine the liquid limit. (2)Determine the plastic limit (3)Allot group symbols and give soil description by USCS.Classify the soil using AASHTO. The liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20%
- The following soil as specified by the AASHTO System has the following results:Percent finer than No. 10 sieve . . . . . . . . . . . . . 90Percent finer than No. 40 sieve . . . . . . . . . . . . . . 76Percent finer than No. 200 sieve . . . . . . . . . . .. . 34Liquid limit = 37Plasticity index = 12Calculate the partial group index for the soil that belongs to groups A-2-6.The portion of soil passing through the No. 200 sieve is 95% and it has a liquid limit of 60 and plasticity index of 40. Classify the soil by the AASHTO system. a.A-6 (5) b.A-5 (6) c.A-4 (5) d.A-7-6 (20)Classify the group symbol of the soil by USCS using the data given below: Percent passing the #4 sieve 68 Percent passing the #200 sieve 22 Liquid Limit 34 Plastic Limit 17 Group of answer choices SM SW SP SC
- Classify the soil according to the soil classification system AASHTO: With the following data: Percentage passing: sieve No. 200 = 45% sieve No. 40 = 10% sieve No. 10 = 45% LP = 32 LL = 54For a given sieve analyis: No. 4 - % finer 100%, for No. 200 -%finer 86. LL=55, PL= 28. Classify the soil using USCS. Justify your answer.A soil sample has 98% passing the No. 4 sieve and 74% passing the No. 200 sleve. The LL for the soils 58% and the PI is 30%. Classify the soil according to the USCS. Show step by step solutions.
- Soil Mechanics Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 90% ; No. 40- 74% and No. 200- 58%. The liquid limit is 38 and Plasticity index is 12. Classify the soil by AASHT0 classification and give also the group index. a. A-6 (9) b. A-7-5(8) c. A-7-6(8) d. A-6 (5)Sieve # Maas retained (gr) 4 0 10 11,5 16 11,7 20 12 30 12,9 40 17,8 50 19,1 70 35,1 100 38,1 200 118 Pan 335 Draw grain size distribution curve,find D60, D30, D10 Classify the soilFor a given sieve analyis: No. 4 - % finer 100%, for No. 200 -%finer 45. LL=36, PL= 22. Classify the soil using USCS. Justify your answer. CHOICES: a.SC b.GC c.SM d.SM