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Please solve this it’s my final exam and there’s little time remaining. Just draw the graphs on page and do the remaining calculations asked in part(b) Subject: geotechnical engg

Please solve this it’s my final exam and there’s little time remaining. Just draw the graphs on page and do the remaining calculations asked in part(b) Subject: geotechnical engg

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve this it’s my final exam and there’s little time remaining. Just draw the graphs on page and do the remaining calculations asked in part(b) Subject: geotechnical engg
(a) Draw graph (using graph paper or excel) for soil 1 and 2 given below and paste it in the following? (b) Calculate D10 D30 and D60 for Sieve Analysis plot in section (a) and calculate Coefficient of Uniformity and Coefficient of curvature for both soils. Also comment if the soils are well graded or poorly graded and which soil is better graded in comparing to other in case of soil 1 and 2. Soil 1 Soil 2 Diameter or Sieve No. Mass Retained Diameter or Sieve No. Mass Retained (g) (g) % in ½ in # 4 % in ½ in # 4 15.48 #10 # 20 # 40 #60 #10 # 20 # 40 #60 61.92 112.23 49.80 51.10 50.31 Sieve Analysis 30.1 #100 36.4 #100 # 200 23.1 # 200 27.09 Pan 290.3 Pan 19.23 No hydrometer analysis Diameter % Finer (µm) 45 Hydrometer Analysis 61 10 42 37 27 1
Transcribed Image Text:(a) Draw graph (using graph paper or excel) for soil 1 and 2 given below and paste it in the following? (b) Calculate D10 D30 and D60 for Sieve Analysis plot in section (a) and calculate Coefficient of Uniformity and Coefficient of curvature for both soils. Also comment if the soils are well graded or poorly graded and which soil is better graded in comparing to other in case of soil 1 and 2. Soil 1 Soil 2 Diameter or Sieve No. Mass Retained Diameter or Sieve No. Mass Retained (g) (g) % in ½ in # 4 % in ½ in # 4 15.48 #10 # 20 # 40 #60 #10 # 20 # 40 #60 61.92 112.23 49.80 51.10 50.31 Sieve Analysis 30.1 #100 36.4 #100 # 200 23.1 # 200 27.09 Pan 290.3 Pan 19.23 No hydrometer analysis Diameter % Finer (µm) 45 Hydrometer Analysis 61 10 42 37 27 1
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