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See table below: Determine the maximum dry unit weight of the soil (Ans: 19.8 kN/ ) Determine the optimum moisture content (Ans: 11%) Determine the degree of saturation at the optimum moisture content Gs = 2.60 (Ans: 99.30%)

See table below: Determine the maximum dry unit weight of the soil (Ans: 19.8 kN/ ) Determine the optimum moisture content (Ans: 11%) Determine the degree of saturation at the optimum moisture content Gs = 2.60 (Ans: 99.30%)

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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See table below:

  1. Determine the maximum dry unit weight of the soil (Ans: 19.8 kN/ )
  2. Determine the optimum moisture content (Ans: 11%)
  3. Determine the degree of saturation at the optimum moisture content Gs = 2.60 (Ans: 99.30%)
5. Problem: Water Content Observation Wt. of wet Wt. of dry Soil (kg) Soii (kg) The relative is 94%. Th Vol. of Mold (m³) Wt. of Compacted soil (kg) weights of and Yd (m conditions 1.7 27.9 0.000945 0.000945 0.000945 0.000945 0.000945 26.4 cted of a sion ined 2.0 27.5 25.3 a) Con 2.1 26.6 23.4 com 1.9 39.8 34.1 b) Com 1.8 42.2 34.8 c) Co mo 2.8% COMPACTIONV CURVE 8. unnel The m soil in were 16.5 k relativ of the sarne in the ght of Malinev/Wwer Coneat a) Determine the may. dry unit weight of the soil. b) a) b) c) Determine the optimum moisture content. ) Determine the degree of saturation at the optimum moisture content if Gs = 2.60 sed to
Transcribed Image Text:5. Problem: Water Content Observation Wt. of wet Wt. of dry Soil (kg) Soii (kg) The relative is 94%. Th Vol. of Mold (m³) Wt. of Compacted soil (kg) weights of and Yd (m conditions 1.7 27.9 0.000945 0.000945 0.000945 0.000945 0.000945 26.4 cted of a sion ined 2.0 27.5 25.3 a) Con 2.1 26.6 23.4 com 1.9 39.8 34.1 b) Com 1.8 42.2 34.8 c) Co mo 2.8% COMPACTIONV CURVE 8. unnel The m soil in were 16.5 k relativ of the sarne in the ght of Malinev/Wwer Coneat a) Determine the may. dry unit weight of the soil. b) a) b) c) Determine the optimum moisture content. ) Determine the degree of saturation at the optimum moisture content if Gs = 2.60 sed to
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