olla as 8. The grain size analysis for a soil is given as: Jansson a. Plot a grain-size distribution curve. b. Determine D10, D30, and Deo from the grain-size distribution curve. c. Calculate the uniformity coefficient, C. d. Calculate the coefficient of curvature, Ce Sieve No. 4 10 20 40 60 100 200 Pan Mass of soil retained (g) 28 42 48 128 221 86 40 24 Cus Duo / Dia C₁ = (P₂01² | D₁ x Duo Cc
olla as 8. The grain size analysis for a soil is given as: Jansson a. Plot a grain-size distribution curve. b. Determine D10, D30, and Deo from the grain-size distribution curve. c. Calculate the uniformity coefficient, C. d. Calculate the coefficient of curvature, Ce Sieve No. 4 10 20 40 60 100 200 Pan Mass of soil retained (g) 28 42 48 128 221 86 40 24 Cus Duo / Dia C₁ = (P₂01² | D₁ x Duo Cc
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:8. The grain size analysis for a soil is given as:
asso
a. Plot a grain-size distribution curve.
b. Determine D10, D30, and D60 from the grain-size distribution curve.
c. Calculate the uniformity coefficient, Co.
d. Calculate the coefficient of curvature, Co
Sieve No.
4
10
20
40
60
100
200
Pan
Mass of soil retained (g)
28
42
48
128
221
86
40
24
Cu= Duo / Dio
(c = (P30)²
2²/D₁x Duo
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