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The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100 0.149 20 200 0.074 4 LL 60 PL 40   Determine its classification using USCS. SW

The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100 0.149 20 200 0.074 4 LL 60 PL 40   Determine its classification using USCS. SW

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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The results of the sieve analysis done on a soil are shown below.

Sieve No. Diameter Soil A
4 4.760 89
6 2.380 70
10 2.000 63
20 0.840 55
40 0.420 40
60 0.250 31
100 0.149 20
200 0.074 4
LL 60
PL 40

 

Determine its classification using USCS.

SW
   

None of the above
   

GW
   

SP
   

GP
PLASTICITY CHART 60 50 CH 40 A LINE: PI = 0,73(LL-20) 30 CL MH&OH 20 CL+ML ML&OL 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) (%) PLASTICITY INDEX (PI) (%) 10
Transcribed Image Text:PLASTICITY CHART 60 50 CH 40 A LINE: PI = 0,73(LL-20) 30 CL MH&OH 20 CL+ML ML&OL 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) (%) PLASTICITY INDEX (PI) (%) 10
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