Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question

SG is 2.66 and temperature is 18 degrees celcius 

Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed on the soil that passed the #40 sieve, and the following data was collected: Material SAND 1 Time min 2 UN 5 8 12 15 30 45 60 1440 hydrometer reading R 16.5 16 15.9 15.8 15.6 15.4 15.3 15.2 14.2 (Hint: Use the specific gravity and temperature from the Specific gravity test of SAND 1) 3-a) Briefly describe the test procedure and discuss its applications in practice 3-b) Percentage of fines (less than 0.075 mm) [Hint: from the sieve analysis data] =--% 3-c) Percentage of silt (less than 0.075 mm and greater than 0.002 mm) = --% [Hint: from sieve analysis and hydrometer test] 3-d) Percentage of clay (less than 0.002 mm) =--%
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Transcribed Image Text:Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed on the soil that passed the #40 sieve, and the following data was collected: Material SAND 1 Time min 2 UN 5 8 12 15 30 45 60 1440 hydrometer reading R 16.5 16 15.9 15.8 15.6 15.4 15.3 15.2 14.2 (Hint: Use the specific gravity and temperature from the Specific gravity test of SAND 1) 3-a) Briefly describe the test procedure and discuss its applications in practice 3-b) Percentage of fines (less than 0.075 mm) [Hint: from the sieve analysis data] =--% 3-c) Percentage of silt (less than 0.075 mm and greater than 0.002 mm) = --% [Hint: from sieve analysis and hydrometer test] 3-d) Percentage of clay (less than 0.002 mm) =--%
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Step 1: Introduction to Hydrometer test
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Step 2: 3-a) Test procedure and its application:
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Step 3: 3 - b) To calculate percentage of fines:
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Step 4: 3 - c) To determine the percentage of silt:
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Step 5: 3 - d) To determine the percentage of clay:
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