P2, 4.5List the given, required, graph and box the final answer. 4.5 A saturated soil used to determine the shrinkage limit has initial volumeV₁ = 20.2 cm³, final volume V, 14.3 cm³, mass of wet soil M₁ = 34 g, and massof 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.

The shrinkage ratio can be defined as the ratio of given volume change to the corresponding change…

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: V₁ = 16.2; V, 10.8 cm³; M, = 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 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: V₁ = 16.2; V, 10.8 cm³; M, = 44.6 g, and mass of dry soil, M₂ = 32.8 g.

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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