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Standard Proctor compaction curve can be drawn based on Dry density at Moisture content or Dry unit weight at Moisture content True False Uniformly graded sands, high plastic clays, and organic silts and clays typically do not compact well True False A soil with coefficient of permeability of around 0.1 cm/s can be categorized as: Clean sand and gravel mixture with a good drainage property Clean sand and gravel mixture with a p0or drainage property Clean gravel with a good drainage property O very fine sands with a good drainage property

Standard Proctor compaction curve can be drawn based on Dry density at Moisture content or Dry unit weight at Moisture content True False Uniformly graded sands, high plastic clays, and organic silts and clays typically do not compact well True False A soil with coefficient of permeability of around 0.1 cm/s can be categorized as: Clean sand and gravel mixture with a good drainage property Clean sand and gravel mixture with a p0or drainage property Clean gravel with a good drainage property O very fine sands with a good drainage property

Structural Analysis
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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Standard Proctor compaction curve can be drawn based on Dry density at Moisture content or Dry unit weight at Moisture content True False Uniformly graded sands, high plastic clays, and organic silts and clays typically do not compact well True False A soil with coefficient of permeability of around 0.1 cm/s can be categorized as: O Clean sand and gravel mixture with a good drainage property Clean sand and gravel mixture with a poor drainage property O Clean gravel with a good drainage property O very fine sands with a good drainage property |
Transcribed Image Text:Standard Proctor compaction curve can be drawn based on Dry density at Moisture content or Dry unit weight at Moisture content True False Uniformly graded sands, high plastic clays, and organic silts and clays typically do not compact well True False A soil with coefficient of permeability of around 0.1 cm/s can be categorized as: O Clean sand and gravel mixture with a good drainage property Clean sand and gravel mixture with a poor drainage property O Clean gravel with a good drainage property O very fine sands with a good drainage property |
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