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A saturated soil used to determine the shrinkage limit has an initial volume, V₁ = 20.2 cm³, final volume V₂ = 14.3 cm³, mass of wet soil m₁ = 34 g and mass of dry soil m₂ = 24 g. a. Determine the shrinkage limit. b. Determine the shrinkage ratio. c. Determine the sp.gr. of soil.

A saturated soil used to determine the shrinkage limit has an initial volume, V₁ = 20.2 cm³, final volume V₂ = 14.3 cm³, mass of wet soil m₁ = 34 g and mass of dry soil m₂ = 24 g. a. Determine the shrinkage limit. b. Determine the shrinkage ratio. c. Determine the sp.gr. of soil.

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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A saturated soil used to determine the shrinkage limit has an initial volume, V₁ = 20.2 cm³, final volume V₂ = 14.3 cm³, mass of wet soil m₁ = 34 g and mass of dry soil m₂ = 24 g. a. Determine the shrinkage limit. b. Determine the shrinkage ratio. c. Determine the sp.gr. of soil.
Transcribed Image Text:A saturated soil used to determine the shrinkage limit has an initial volume, V₁ = 20.2 cm³, final volume V₂ = 14.3 cm³, mass of wet soil m₁ = 34 g and mass of dry soil m₂ = 24 g. a. Determine the shrinkage limit. b. Determine the shrinkage ratio. c. Determine the sp.gr. of soil.
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