A saturated soil used to determine the shrinkage limit has initial volume Vi = 20.2 cm3, final volume Vf=14.3 cm3, mass of wet soil M1 = 34 g, and mass of dry soil M2 = 24 g. a- Determine the shrinkage limit b- the shrinkage ratio.

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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A saturated soil used to determine the shrinkage limit has initial volume Vi = 20.2 cm3, final
volume Vf=14.3 cm3, mass of wet soil M1 = 34 g, and mass of dry soil M2 = 24 g.
a- Determine the shrinkage limit
b- the shrinkage ratio.
Transcribed Image Text:A saturated soil used to determine the shrinkage limit has initial volume Vi = 20.2 cm3, final volume Vf=14.3 cm3, mass of wet soil M1 = 34 g, and mass of dry soil M2 = 24 g. a- Determine the shrinkage limit b- the shrinkage ratio.
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