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b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given in Table 02 determine: Table 02: Sieve analysis data of coarse- grained soil Sieve Opening (mm) 20 10 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Pan Mass of Soil Retaining on each Sieve 5.20 20.20 180.20 360.20 280.10 70.10 50.20 17.20 10.10 8

b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given in Table 02 determine: Table 02: Sieve analysis data of coarse- grained soil Sieve Opening (mm) 20 10 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Pan Mass of Soil Retaining on each Sieve 5.20 20.20 180.20 360.20 280.10 70.10 50.20 17.20 10.10 8

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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b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given in Table 02 determine: Table 02: Sieve analysis data of coarse- grained soil Sieve Opening (mm) 20 10 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Pan Mass of Soil Retaining on each Sieve 5.20 20.20 180.20 360.20 280.10 70.10 50.20 17.20 10.10 8 1- Percentage of clay, silt, sand and Gravel in the soil sample 2- Uniformity coefficient and coefficient of curvature 3- Classify the soil according to BS soil classification system
Transcribed Image Text:b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given in Table 02 determine: Table 02: Sieve analysis data of coarse- grained soil Sieve Opening (mm) 20 10 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Pan Mass of Soil Retaining on each Sieve 5.20 20.20 180.20 360.20 280.10 70.10 50.20 17.20 10.10 8 1- Percentage of clay, silt, sand and Gravel in the soil sample 2- Uniformity coefficient and coefficient of curvature 3- Classify the soil according to BS soil classification system
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