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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Subject: Soil Mechanics A. Classify the Soil Using USCS (with explanation/ justification) Given data: D10 = ? D30= 0.0023mm D60= 0.032mm Liquid Limit= 49% Plastic Limit= 24% CHOICES: a. CL (lean clay with gravel) b. CL ( lean clay with sand) c. ML (silt with gravel) d. ML (Silt with sand)
Sieve Analysis and other necessary details for item no. 8
Percent
Diameter
Sieve Size
Passing
in mm
(%)
4
4.760
23
10
2.000
19
40
0.420
18
100
0.149
200
0.074
4
LL
PL
D10
0.50mm
D30
9.50mm
D60
27.50mm
Transcribed Image Text:Sieve Analysis and other necessary details for item no. 8 Percent Diameter Sieve Size Passing in mm (%) 4 4.760 23 10 2.000 19 40 0.420 18 100 0.149 200 0.074 4 LL PL D10 0.50mm D30 9.50mm D60 27.50mm
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