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4.5 A saturated soil used to determine the shrinkage limit has initial volume V₁ = 20.2 cm³, final volume V, 14.3 cm³, mass of wet soil M₁ = 34 g, and mass of dry soil M₂ = 24 g. Determine the shrinkage limit and the shrinkage ratio. 4.6 Repeat Problem 4.5 with the following data: V₁ = 16.2; V, 10.8 cm³; M₁ = 44.6 g, and mass of dry soil, M₂ = 32.8 g.

4.5 A saturated soil used to determine the shrinkage limit has initial volume V₁ = 20.2 cm³, final volume V, 14.3 cm³, mass of wet soil M₁ = 34 g, and mass of dry soil M₂ = 24 g. Determine the shrinkage limit and the shrinkage ratio. 4.6 Repeat Problem 4.5 with the following data: V₁ = 16.2; V, 10.8 cm³; M₁ = 44.6 g, and mass of dry soil, M₂ = 32.8 g.

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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P2.4.6 List the given, required, graph and box the final answer Note: 4.5 is just a reference since as stated at the problem of 4.6
4.5 A saturated soil used to determine the shrinkage limit has initial volume V₁ = 20.2 cm³, final volume V, 14.3 cm³, mass of wet soil M, = 34 g, and mass of dry soil M₂ = 24 g. Determine the shrinkage limit and the shrinkage ratio. 4.6 Repeat Problem 4.5 with the following data: V; = 16.2; V, 10.8 cm³; M₁ = 44.6 g, and mass of dry soil, M₂ = 32.8 g.
Transcribed Image Text:4.5 A saturated soil used to determine the shrinkage limit has initial volume V₁ = 20.2 cm³, final volume V, 14.3 cm³, mass of wet soil M, = 34 g, and mass of dry soil M₂ = 24 g. Determine the shrinkage limit and the shrinkage ratio. 4.6 Repeat Problem 4.5 with the following data: V; = 16.2; V, 10.8 cm³; M₁ = 44.6 g, and mass of dry soil, M₂ = 32.8 g.
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