3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 3 4 2.68 Specific Gravity Atterberg Limit Liquid Limit (96) Plastic Limit (9) Grain Size Sand (16) Sale (6) Clay (96) 2.65 59.73 44.78 63 17 20 2 2.69 65.45 48.48 44 13 43 2.71 71.55 47.21 27 11.5 61.5 63.96 45.52 4 13 83 Plasticity index 70 60 50 Inorganic clays of 30-medium plasticity Inorganic clays of high plasticity Inorganic 20-clays of low plasticity Cohesionless soil 10 0 20 Inorganic silts of low compressibility 40 60 Liquid limit U-Line (8-7760-ld A-Line Pl=0.73(LL-20) Inorganic silts of high compressibility and organic clays Inorganic silts of medium compressibility and organic silts 80 100
3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 3 4 2.68 Specific Gravity Atterberg Limit Liquid Limit (96) Plastic Limit (9) Grain Size Sand (16) Sale (6) Clay (96) 2.65 59.73 44.78 63 17 20 2 2.69 65.45 48.48 44 13 43 2.71 71.55 47.21 27 11.5 61.5 63.96 45.52 4 13 83 Plasticity index 70 60 50 Inorganic clays of 30-medium plasticity Inorganic clays of high plasticity Inorganic 20-clays of low plasticity Cohesionless soil 10 0 20 Inorganic silts of low compressibility 40 60 Liquid limit U-Line (8-7760-ld A-Line Pl=0.73(LL-20) Inorganic silts of high compressibility and organic clays Inorganic silts of medium compressibility and organic silts 80 100
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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