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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

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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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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