The sieve analysis has been 0/4 conducted on a soil sample and it was found that the percentage of passing from sieve number 200 is 100%. Also, the results of the liquid limit and plastic limits tests are shown in the image below. Using these information then the classification of this soil in accordance with the AASHTO system is * Number of Mass of the Mass of the can + Mass of the can + blows can (g) wet soil (g) dry soil (g) 24.90 20 22.23 25.73 25 23.31 29.3 28.10 30 21.87 28.56 27.40 Number of Mass of the Mass of the can + Mass of the can + trials can (g) wet soil (g) dry soil (g) 1 23.00 28.00 27.50 2 23.00 28.20 27.70 3 23.00 27.50 27.00

The sieve analysis has been 0/4 conducted on a soil sample and it was found that the percentage of passing from sieve number 200 is 100%. Also, the results of the liquid limit and plastic limits tests are shown in the image below. Using these information then the classification of this soil in accordance with the AASHTO system is * Number of Mass of the Mass of the can + Mass of the can + blows can (g) wet soil (g) dry soil (g) 24.90 20 22.23 25.73 25 23.31 29.3 28.10 30 21.87 28.56 27.40 Number of Mass of the Mass of the can + Mass of the can + trials can (g) wet soil (g) dry soil (g) 1 23.00 28.00 27.50 2 23.00 28.20 27.70 3 23.00 27.50 27.00

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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What can you conclude in the sieve analysis in the image below?
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