Sieve analysis was performed on a 1.565 lb dry soil sample "SAND 1", and the following data was collected: mass of sieve + retained soil (lb) (3/8) 1.21 (1/4) 1.1965 3.5 0.965 4 1.018 10 1.2555 20 1.4025 30 1.0365 40 0.911 60 0.838 100 0.808 200 0.6645 pan 1.155 1-a) Briefly describe the test procedure and discuss its applications in practice 1-b)The total weight loss is -- % 1-c) D10 -- mm 1-d) D30 = -- mm 1-e) D50=-- mm 1-f) D60= -- mm 1-g)Uniformity coefficient (Cu) =- 1-h) Coefficient of gradation (Cc) =- 1-i) Percentage passing sieve #40 = --% sieve diameter (mm) 9.5 6.3 5.613 4.75 2 0.85 0.6 0.425 0.25 0.15 0.075 mass of empty sieve (lb) 1.21 1.1965 0.9635 1.0115 0.9255 0.834 0.851 0.7575 0.7175 0.748 0.643 1.0395
Sieve analysis was performed on a 1.565 lb dry soil sample "SAND 1", and the following data was collected: mass of sieve + retained soil (lb) (3/8) 1.21 (1/4) 1.1965 3.5 0.965 4 1.018 10 1.2555 20 1.4025 30 1.0365 40 0.911 60 0.838 100 0.808 200 0.6645 pan 1.155 1-a) Briefly describe the test procedure and discuss its applications in practice 1-b)The total weight loss is -- % 1-c) D10 -- mm 1-d) D30 = -- mm 1-e) D50=-- mm 1-f) D60= -- mm 1-g)Uniformity coefficient (Cu) =- 1-h) Coefficient of gradation (Cc) =- 1-i) Percentage passing sieve #40 = --% sieve diameter (mm) 9.5 6.3 5.613 4.75 2 0.85 0.6 0.425 0.25 0.15 0.075 mass of empty sieve (lb) 1.21 1.1965 0.9635 1.0115 0.9255 0.834 0.851 0.7575 0.7175 0.748 0.643 1.0395
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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hw assignment
Transcribed Image Text:Sieve analysis was performed on a 1.565 lb dry soil sample "SAND 1", and the following data
was collected:
sieve
diameter
(mm)
9.5
6.3
5.613
4.75
2
0.85
0.6
0.425
0.25
0.15
0.075
mass of
empty sieve
1-f) D60= -- mm
1-g)Uniformity coefficient (Cu) =
===
1-h) Coefficient of gradation (Cc) =--
1-i) Percentage passing sieve #40 =--%
(lb)
1.21
(3/8)
(1/4)
3.5
4
10
20
30
40
60
100
200
pan
1-a) Briefly describe the test procedure and discuss its applications in practice
1-b)The total weight loss is -- %
1-c) D10 = -- mm
1-d) D30 = -- mm
1-e) D50 - mm
mass of sieve
+ retained
soil (lb)
1.21
1.1965
0.965
1.018
1.2555
1.4025
1.0365
0.911
0.838
0.808
0.6645
1.155
1.1965
0.9635
1.0115
0.9255
0.834
0.851
0.7575
0.7175
0.748
0.643
1.0395
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