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 42, plastic limit = 24, plasticity index = 18 novatins Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 H 9 47 100 63 u 2 34 95 20 H 23 69 7 46 2u 4. 31 100 80 40 20 B Sand Coarse to medium Clay Silt Cobbles > 762 mm) Fine Gravel 0.001 0.01 0.075 0.1 10 100 Particle size (mm) Percentage finer
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 42, plastic limit = 24, plasticity index = 18 novatins Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 H 9 47 100 63 u 2 34 95 20 H 23 69 7 46 2u 4. 31 100 80 40 20 B Sand Coarse to medium Clay Silt Cobbles > 762 mm) Fine Gravel 0.001 0.01 0.075 0.1 10 100 Particle size (mm) Percentage finer
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter5: Classification Of Soil
Section: Chapter Questions
Problem 5.10P
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