ENGINEERING • CIVIL-ENGINEERING SUBJECT: SOIL MECHANICS A. Classify the soil using USCS (with explanation) CHOICES: a. GW (well graded gravel with sand) b. SP (Poorly graded sand) c. SW(well graded sand and gravel) d. GP (poorly graded gravel) B. What is the coefficient of uniformity of the soil? а. 45 b. 65 с. 35 d. 55

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: Soil Mechanics
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
ENGINEERING • CIVIL-ENGINEERING
SUBJECT: SOIL MECHANICS
A. Classify the soil using USCS (with
explanation)
CHOICES:
a. GW (well graded gravel with sand)
b. SP (Poorly graded sand)
c. SW(well graded sand and gravel)
d. GP (poorly graded gravel)
B. What is the coefficient of uniformity of
the soil?
а. 45
b. 65
с. 35
d. 55
Transcribed Image Text:ENGINEERING • CIVIL-ENGINEERING SUBJECT: SOIL MECHANICS A. Classify the soil using USCS (with explanation) CHOICES: a. GW (well graded gravel with sand) b. SP (Poorly graded sand) c. SW(well graded sand and gravel) d. GP (poorly graded gravel) B. What is the coefficient of uniformity of the soil? а. 45 b. 65 с. 35 d. 55
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