Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 2, Problem 2.2P
To determine

Determine the saturated density of the compacted soil specimen.

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The bulk density of a compacted soil specimen (Gs = 2.70)and its water content are 2060 kg/m3 and 15.3%, respectively.If the specimen is soaked in a bucket of water for severaldays until it is fully saturated, what should the saturateddensity be?
A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled with water what would be the saturated unit weight? Assume Gs = 2.67 Air Water Solids Ma + - + M st
A sample of soft saturated clay has a volume of 100 cu.m. and weighs 175 grams. After oven-drying, it has a mass of 120 grams. What is the volume of voids in m3? b. What is the volume of water in m3? c. What is the void ratio of the sample? a. What is the specific gravity of the soil?
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