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The following are the results of a sieve and hydrometer analysis Analysis Sieve Number Grain size Percent finer than Sieve 40 0.425 mm 100 80 0.018 mm 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 0.0015 mm 15 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system

The following are the results of a sieve and hydrometer analysis Analysis Sieve Number Grain size Percent finer than Sieve 40 0.425 mm 100 80 0.018 mm 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 0.0015 mm 15 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system

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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USE EXCEL FOR PARTICLE DISTRIBUTION CURVE. THANK YOU.

The following are the results of a sieve and hydrometer analysis Analysis Grain size Sieve Number Percent finer than Sieve 40 0.425 mm 0.018 mm 100 80 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 15 0.0015 mm 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system
Transcribed Image Text:The following are the results of a sieve and hydrometer analysis Analysis Grain size Sieve Number Percent finer than Sieve 40 0.425 mm 0.018 mm 100 80 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 15 0.0015 mm 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system
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