Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit w 42. plastic limit = 24. plasticity index = 18 Clasify the soils per the Unified Soil Clasification System. Samples D ASTM Sieve Percentage finer than Designation 63.0 mm 93 76 100 20.0 mm 64 6.3 39 100 65 2.0 mm 24 98 39 600 212 63 12 90 54 9. 47 100 2 34 95 20 u 23 69 46 2 4 31 anks 100 60 20 Sand Coarse to medium Cotles >762 mm Clay Silt Gravel Fine 0.001 001 0.075 0.1 10 100 Particle size (mun) Figure Ex. 3.21
Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit w 42. plastic limit = 24. plasticity index = 18 Clasify the soils per the Unified Soil Clasification System. Samples D ASTM Sieve Percentage finer than Designation 63.0 mm 93 76 100 20.0 mm 64 6.3 39 100 65 2.0 mm 24 98 39 600 212 63 12 90 54 9. 47 100 2 34 95 20 u 23 69 46 2 4 31 anks 100 60 20 Sand Coarse to medium Cotles >762 mm Clay Silt Gravel Fine 0.001 001 0.075 0.1 10 100 Particle size (mun) Figure Ex. 3.21
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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