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
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.23P
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