19. The following results were obtained from sieve analyses of two soils: Sieve no. Soil A Opening (mm) Soil B 4 4.75 0 g 10 2.00 20.2 48.2 20 0.85 25.7 19.6 40 0.426 40.4 60.3 100 0.15 18.1 37.2 200 0.075 27.2 22.1 Pan 68.2 5.6 Hydrometer tests of these soils give the following results: Soil A, % finer than 0.002 mm = 48%; Soil B, % finer than 0.002 mm = (a) Plot the gradation curve for each soil on the same graph. (b) How much coarse-grained and fi ne-grained soils are in each soil? (c) What are the percentages of clay and silt in each soil? %3D 2%.
19. The following results were obtained from sieve analyses of two soils: Sieve no. Soil A Opening (mm) Soil B 4 4.75 0 g 10 2.00 20.2 48.2 20 0.85 25.7 19.6 40 0.426 40.4 60.3 100 0.15 18.1 37.2 200 0.075 27.2 22.1 Pan 68.2 5.6 Hydrometer tests of these soils give the following results: Soil A, % finer than 0.002 mm = 48%; Soil B, % finer than 0.002 mm = (a) Plot the gradation curve for each soil on the same graph. (b) How much coarse-grained and fi ne-grained soils are in each soil? (c) What are the percentages of clay and silt in each soil? %3D 2%.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.5P: The following data were obtained by conducting liquid limit and plastic limit tests on a soil...
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