a) What field equipment would you specify to compact the soil in the field, and why? b) How would you check that the specified dry unit weight and water content are achieved in the field?

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 4.3P
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A fine-grained soil has 60% clay with LL 220%, PL 545%, and a natural water content of 6%. A
standard Proctor test was carried out in the laboratory and the following data were recorded
Diameter of mold = 101.40 mm Height of mold = 116.70 mm Mass of mold = 4196.50 gram Specific gravity, Gs = 2.69

a) What field equipment would you specify to compact the soil in the field, and why?
b) How would you check that the specified dry unit weight and water content are achieved
in the field?

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