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Q.3.10 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 %3D 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 u 5 9 47 100 63 u 20 u 2 34 95 23 69 46 4 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Cobbles > 76.2 mm) Fine Gravel 0,001 0,01 0,075 0.1 10 100 Particle size (mm) Percentage finer

Q.3.10 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 %3D 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 u 5 9 47 100 63 u 20 u 2 34 95 23 69 46 4 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Cobbles > 76.2 mm) Fine Gravel 0,001 0,01 0,075 0.1 10 100 Particle size (mm) Percentage finer

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q.3.10 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 nova tns %3D 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 u 5 9 47 100 63 u 20 u 2 34 95 23 69 46 4 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Gravel Cobbles 76.2 mm) Fine 0,001 0.01 0,075 0.1 10 100 Particle size (mm) Percentage finer
Transcribed Image Text:Q.3.10 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 nova tns %3D 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 u 5 9 47 100 63 u 20 u 2 34 95 23 69 46 4 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Gravel Cobbles 76.2 mm) Fine 0,001 0.01 0,075 0.1 10 100 Particle size (mm) Percentage finer
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