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(e). A field density test was conducted by core cutter method and the following data was obtained: Weight of the empty core-cutter = 25 N; Weight of soil and core cutter = 50 N Inside diameter of core-cutter = 90 mm; Height of the core-cutter = 180 mm Weight of wet sample for moisture determination = 0.53 N; Weight of over dried sample=0.48 N Specific gravity of solids = 2.72 Determine 1. Dry unit weight, Ya 2. Void ratio, e 3. Degree of saturation, S,

(e). A field density test was conducted by core cutter method and the following data was obtained: Weight of the empty core-cutter = 25 N; Weight of soil and core cutter = 50 N Inside diameter of core-cutter = 90 mm; Height of the core-cutter = 180 mm Weight of wet sample for moisture determination = 0.53 N; Weight of over dried sample=0.48 N Specific gravity of solids = 2.72 Determine 1. Dry unit weight, Ya 2. Void ratio, e 3. Degree of saturation, S,

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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(e). A field density test was conducted by core cutter method and the following data was obtained: Weight of the empty core-cutter = 25 N; Weight of soil and core cutter = 50 N Inside diameter of core-cutter = 90 mm; Height of the core-cutter = 180 mm Weight of wet sample for moisture determination = 0.53 N; Weight of over dried sample=0.48 N Specific gravity of solids = 2.72 Determine 1. Dry unit weight, Ya 2. Void ratio, e 3. Degree of saturation, S,
Transcribed Image Text:(e). A field density test was conducted by core cutter method and the following data was obtained: Weight of the empty core-cutter = 25 N; Weight of soil and core cutter = 50 N Inside diameter of core-cutter = 90 mm; Height of the core-cutter = 180 mm Weight of wet sample for moisture determination = 0.53 N; Weight of over dried sample=0.48 N Specific gravity of solids = 2.72 Determine 1. Dry unit weight, Ya 2. Void ratio, e 3. Degree of saturation, S,
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