Work out the theoretical maximum dry density for a soil sample having specific gravity of 2.7 and OMC = 16%. Also explain the difference in OMC values in case of Proctor Test and Modified Proctor Test for cohesive soils and granular soils.
Work out the theoretical maximum dry density for a soil sample having specific gravity of 2.7 and OMC = 16%. Also explain the difference in OMC values in case of Proctor Test and Modified Proctor Test for cohesive soils and granular soils.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Work out the theoretical maximum dry density
for a soil sample having specific gravity of 2.7
and OMC 16%.
=
Also explain the difference in OMC values
in case of Proctor Test and Modified Proctor
Test for cohesive soils and granular soils.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcdbec109-70bd-4a88-8359-8e5c9811f0c0%2F5da3adf5-51b0-485c-b4c2-7a0055add5fd%2Fh518096_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Work out the theoretical maximum dry density
for a soil sample having specific gravity of 2.7
and OMC 16%.
=
Also explain the difference in OMC values
in case of Proctor Test and Modified Proctor
Test for cohesive soils and granular soils.
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