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SITUATION 1: A sample of silty clay has a volume of 14.88 cm3, a total weight of 28.81 g, a dry weight of 24.83 g, and a specific gravity of 2.7. 1. Determine the void ratio. a. 0.568 c. 0.7 2. Determine the degree of saturation. a. 0.568 c. 0.7 3. Determine the buoyant unit weight. a. 18.98 kN/m b. 16.37 kN/m c. 10.31 kN/m³ d. 9.18 kN/m3 b. 0.618 d. 0.92 b. 0.618 d. 0.92

SITUATION 1: A sample of silty clay has a volume of 14.88 cm3, a total weight of 28.81 g, a dry weight of 24.83 g, and a specific gravity of 2.7. 1. Determine the void ratio. a. 0.568 c. 0.7 2. Determine the degree of saturation. a. 0.568 c. 0.7 3. Determine the buoyant unit weight. a. 18.98 kN/m b. 16.37 kN/m c. 10.31 kN/m³ d. 9.18 kN/m3 b. 0.618 d. 0.92 b. 0.618 d. 0.92

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.3P
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SITUATION 1: A sample of silty clay has a volume of 14.88 cm3, a total weight of 28.81 g, a dry weight of 24.83 g, and a specific gravity of 2.7. 1. Determine the void ratio. a. 0.568 c. 0.7 2. Determine the degree of saturation. a. 0.568 c. 0.7 3. Determine the buoyant unit weight. a. 18.98 kN/m3 b. 16.37 kN/m? c. 10.31 kN/m³ d. 9.18 kN/m3 b. 0.618 d. 0.92 b. 0.618 d. 0.92
Transcribed Image Text:SITUATION 1: A sample of silty clay has a volume of 14.88 cm3, a total weight of 28.81 g, a dry weight of 24.83 g, and a specific gravity of 2.7. 1. Determine the void ratio. a. 0.568 c. 0.7 2. Determine the degree of saturation. a. 0.568 c. 0.7 3. Determine the buoyant unit weight. a. 18.98 kN/m3 b. 16.37 kN/m? c. 10.31 kN/m³ d. 9.18 kN/m3 b. 0.618 d. 0.92 b. 0.618 d. 0.92
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