Soil is a mixture of air, solid particles, water, or other fluids, as shown in this figure. Soil Particles Voids (filled with water and air) Volume Case 1. Air Water Solid -1 unit The weight of a chunk of the moist soil sample is 45.6 lb. • The volume of the soil chunk measured before drying is 0.40 ft³ After the sample is dried out in an oven; its weight is 37.8 lb. The specific gravity of solids is 2.65 • W₁0 Ww Weight W, Considering this idea and the Soil Mass Index Relations included in page 36-37 of the book Soils in Construction (same pages for 5th and 6th edition), please, obtain the parameters required in each of the following cases: W Based on this information, please, obtain (a) water content and unit weight of moist soil, (b) void ratio and porosity, (c) degree of saturation.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Soil is a mixture of air, solid particles, water, or other fluids, as shown in this figure.
Soil
Particles
Voids
(filled with
water and air)
Volume
Case 1.
V₂
V₁
Air
Water
S
unit
The weight of a chunk of the moist soil sample is 45.6 lb.
The volume of the soil chunk measured before drying is 0.40 ft³
After the sample is dried out in an oven; its weight is 37.8 lb.
The specific gravity of solids is 2.65
W₁ 0
W
Weight
W,
Considering this idea and the Soil Mass Index Relations included in page 36-37 of the book Soils
in Construction (same pages for 5th and 6th edition), please, obtain the parameters required in
each of the following cases:
W
Based on this information, please, obtain
(a) water content and unit weight of moist soil,
(b) void ratio and porosity,
(c) degree of saturation.
Transcribed Image Text:Soil is a mixture of air, solid particles, water, or other fluids, as shown in this figure. Soil Particles Voids (filled with water and air) Volume Case 1. V₂ V₁ Air Water S unit The weight of a chunk of the moist soil sample is 45.6 lb. The volume of the soil chunk measured before drying is 0.40 ft³ After the sample is dried out in an oven; its weight is 37.8 lb. The specific gravity of solids is 2.65 W₁ 0 W Weight W, Considering this idea and the Soil Mass Index Relations included in page 36-37 of the book Soils in Construction (same pages for 5th and 6th edition), please, obtain the parameters required in each of the following cases: W Based on this information, please, obtain (a) water content and unit weight of moist soil, (b) void ratio and porosity, (c) degree of saturation.
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