NAME: COURSE AND YEAR: GEOTECH 1 CE II-3A-F GEOTECHNICAL ENGINEERING 1 (SOIL MECHANICS) ASSIGNMENT 1 Provide the mechanical analysis of soil table. Draw the grain-size distribution curve. Determine the grading characteristics and conclude what type of soil. SIEVE # OPENING (mm) 4 4.76 8 2.36 16 1.18 40 0.425 80 0.18 100 0.15 200 0.075 Pan MASS RETAINED (g) MASS BEFORE MASS AFTER 600.50 600.50 480.50 485.55 450.10 545.25 375.52 988.65 350.22 888.88 349.99 488.66 338.65 400.20 350.50 395.25

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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NAME:
COURSE AND YEAR:
GEOTECH 1 CE II-3A-F
GEOTECHNICAL ENGINEERING 1 (SOIL MECHANICS)
ASSIGNMENT 1
Provide the mechanical analysis of soil table.
Draw the grain-size distribution curve.
Determine the grading characteristics and conclude what type of soil.
SIEVE #
OPENING (mm)
4
4.76
8
2.36
16
1.18
40
0.425
80
0.18
100
0.15
200
0.075
Pan
MASS RETAINED (g)
MASS BEFORE MASS AFTER
600.50
600.50
480.50
485.55
450.10
545.25
375.52
988.65
350.22
888.88
349.99
488.66
338.65
400.20
350.50
395.25
Transcribed Image Text:NAME: COURSE AND YEAR: GEOTECH 1 CE II-3A-F GEOTECHNICAL ENGINEERING 1 (SOIL MECHANICS) ASSIGNMENT 1 Provide the mechanical analysis of soil table. Draw the grain-size distribution curve. Determine the grading characteristics and conclude what type of soil. SIEVE # OPENING (mm) 4 4.76 8 2.36 16 1.18 40 0.425 80 0.18 100 0.15 200 0.075 Pan MASS RETAINED (g) MASS BEFORE MASS AFTER 600.50 600.50 480.50 485.55 450.10 545.25 375.52 988.65 350.22 888.88 349.99 488.66 338.65 400.20 350.50 395.25
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