Home work :1- Following are the results of a sieve analysis: Mass of soil retained on each sieve U.S. Sieve No. (g) 4 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 pan 31.2 |- Plote the grain -size distribution curve. Il- Calculate the uniformity coefficient ,Cy, and cofficient of gradati A)-For a soil given: D10 =0.1 mm D30 = 0.41 mm D60 = 0.62 mm B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm D60 0.51 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Home work :1- Following are the results of a sieve analysis:
Mass of soil retained on each sieve
U.S. Sieve No.
(g)
4
10
21.6
20
49.5
40
102.6
60
89.1
100
95.6
200
60.4
pan
31.2
I- Plote the grain -size distribution curve.
Il- Calculate the uniformity coefficient ,Cu, and cofficient of gradati
A)-For a soil given:
D10 = 0.1 mm
%3D
D30 = 0.41 mm
D60 = 0.62 mm
%3D
B)-for a soil given:
D10 = 0.082 mm
D30 = 0.29 mm
%3D
D60 0.51 mm
Transcribed Image Text:Home work :1- Following are the results of a sieve analysis: Mass of soil retained on each sieve U.S. Sieve No. (g) 4 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 pan 31.2 I- Plote the grain -size distribution curve. Il- Calculate the uniformity coefficient ,Cu, and cofficient of gradati A)-For a soil given: D10 = 0.1 mm %3D D30 = 0.41 mm D60 = 0.62 mm %3D B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm %3D D60 0.51 mm
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