/15 COMPUTATIONAL QUESTIONS 1. Anundisturbed soil sample has a specific gravity of27, anostre cottnt of 10.5% and a...
Problem 3 - Soil Classification (15 pts) For the following soils, classify each using the USCS classification. Plasticity %passing #4 sieve %passing #200 sieve Group Symbol 100 95 Soil clay silt sand gravel Sample A 12 83 5 0 B 4 25 665 C 4 25 71 D5 59 360 E 18 49 303 95 29 Liquid Limit 66. 3 31.4 36 60. 9 49 19.9 6 7.6 23 100 29 1 100 97 64 67 |
Part a : answer is A-1-B
Not sure part B
ented for the given soil sample, determine the soil classification using Using the oillassification System (USCS) and the AASHTO Soil classification system. Give the group index if needed. Percent Passing 98 85 Sieve No. 19mm k in.) 12.5mm (1/2in.) No. 4 (4.75 mm) No. 10 (2.00 mm) No. 20 (0.850 mm) No. 40 (0.425 mm) No. 100(0.150 mm) No. 200 (0.075 mm) 80 60 45 30 20 10 / レ...
1. A soil sample is taken from a small test hole in a soil borrow pit. The volume of the test hole is 5 ft. The wet mass of the soil is 18 kg and the dry mass is 21 kg. The specific gravity of the soil solids is 2.65. ( m 35. 3147ft)(1 kge 2.205 lb) ( 1 lb= 0.2248 N) Determine: a. Wet and dry density (Mg/m) b. Wet and dry unit weight (pcf) C. Water content (%)...
An undisturbed sample of clay has a void ratio of 0.3, a specific gravity of 2.72 and a saturated unit weight of 125 pcf. What is the wet mass and dry mass in kg? A saturated sample of undisturbed clay has a wet mass of 350 kg and a dry mass of 200 kg. What is the required volume to give a specific gravity of solids of 2.7? A soil has the following characteristics: percentage fines, F 45% liquid limit...