Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
9th Edition
ISBN: 9781337583848
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 3, Problem 3.21P

(a)

To determine

Calculate the specific gravity of soil solids.

(b)

To determine

Calculate the void ratio of the soil.

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2. A saturated soil has the following characteristics: Initial Volume = 21 cc Final Volume = 16 cc Mass of Wet Soil = 37 g Mass of Dry Soil = 26 g a. Calculate the shrinkage limit of soil b. Calculate the shrinkage ratio c. Calculate the specific gravity of soil solids
3.) A saturated soil has the following characteristics: Initial volume: 25 cm3 Final volume: 16 cm3 Mass of Wet Soil: 45 g Mass of Dry Soil: 31 g a.) Determine the shrinkage limit of soil. b.) Determine the shrinkage ratio. c.) Determine the specific gravity of soil solids.
Problem 4 For a given soil, the following are given: G₁ = 2.67; moist unit weight, y = 112 lb/ft³; and moisture content, w= = 10.8%. Determine: a. Dry unit weight b. Void ratio c. Porosity. d. Degree of saturation
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