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As shown below base on the sieve analysis: a.) Calculate the uniformity coefficient and the coefficient of gradation of the soil and evaluate grading of the soil. b.) Classify the soil using USCS U.S Sieve size 4 10 20 40 60 100 200 Percent Finer 100% 87.5% 76.8% 62.5% 45.6% 35.7% 13.7%

As shown below base on the sieve analysis: a.) Calculate the uniformity coefficient and the coefficient of gradation of the soil and evaluate grading of the soil. b.) Classify the soil using USCS U.S Sieve size 4 10 20 40 60 100 200 Percent Finer 100% 87.5% 76.8% 62.5% 45.6% 35.7% 13.7%

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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Geotechnical engineering- soil mechanics

 

Find D10, D30 , D60, CU AND CC

As shown below base on the sieve analysis: a.) Calculate the uniformity coefficient and the coefficient of gradation of the soil and evaluate the grading of the soil. b.) Classify the soil using USCS U.S Sieve size 4 10 20 40 60 100 200 Pan Percent Finer 100% 87.5% 76.8% 62.5% 45.6% 35.7% 13.7% 0
Transcribed Image Text:As shown below base on the sieve analysis: a.) Calculate the uniformity coefficient and the coefficient of gradation of the soil and evaluate the grading of the soil. b.) Classify the soil using USCS U.S Sieve size 4 10 20 40 60 100 200 Pan Percent Finer 100% 87.5% 76.8% 62.5% 45.6% 35.7% 13.7% 0
Sieve # 468 10 16 20 30 40 50 60 80 100 140 170 200 270 Opening (mm) 4.750 3.350 2.360 2.000 1.180 0.850 0.600 0.425 0.300 0.250 0.180 0.150 0.106 0.088 0.075 0.053
Transcribed Image Text:Sieve # 468 10 16 20 30 40 50 60 80 100 140 170 200 270 Opening (mm) 4.750 3.350 2.360 2.000 1.180 0.850 0.600 0.425 0.300 0.250 0.180 0.150 0.106 0.088 0.075 0.053
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