on 1:Determine the shrinkage ratio of the soil.Calculate the specific gravity of soil solids.Following are the results of a shrinkage limit test:Initial volume of soil in a saturated state = 24.6 cm³Final volume of soil in a dry state = 15.9 cm³Initial mass in a saturated state = 44.0 gFinal mass in a dry state = 30.1 g

Given data- Initial volume of saturated soil Vsat=24.6 cm3Final volume of dry soil Vdry=15.9…

Following are the results of a shrinkage limit test: n 1: Determine the shrinkage ratio of the soil. Calculate the specific gravity of soil solids. Initial volume of soil in a saturated state = 24.6 cm³ Final volume of soil in a dry state = 15.9 cm³ Initial mass in a saturated state = 44.0 g Final mass in a dry state = 30.1 g

Following are the results of a shrinkage limit test: n 1: Determine the shrinkage ratio of the soil. Calculate the specific gravity of soil solids. Initial volume of soil in a saturated state = 24.6 cm³ Final volume of soil in a dry state = 15.9 cm³ Initial mass in a saturated state = 44.0 g Final mass in a dry state = 30.1 g

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.12P

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