The top 530 mm of a site consists of a clayey sand with void ratio of 0.9 and water content of 10% . The specific gravity of the soil grains is 2.67. When the ground is compacted at the same water content, there is a 45 mm reduction in the thickness of this layer. Determine: 3. a. New void ratio.enew = b. Unit weight of the soil. 7=. kN/m³

The top 530 mm of a site consists of a clayey sand with void ratio of 0.9 and water content of 10% . The specific gravity of the soil grains is 2.67. When the ground is compacted at the same water content, there is a 45 mm reduction in the thickness of this layer. Determine: 3. a. New void ratio.enew = b. Unit weight of the soil. 7=. kN/m³

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.16P: For a normally consolidated soil, the following is given: Determine the following: a. The...

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