Problem 1.2 A soil has a bulk density of 1.91 Mg/m³ and a water content of 9.5%. The value of G, is 2.70.Calculate the void ratio and degree of saturation of the soil. What would be the values of density and watercontent if the soil were fully saturated at the same void ratio?Void ratio.Degree of saturation.Density if the soil were fully saturated at the same void ratio.Water content if the soil were fully saturated at the same void ratio.

In natural soil, the soil consists of solids. water, and air. These can be shown by the phase…

Answered: Problem 1.2 A soil has a bulk density…

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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2.4 For a given soil, the void ratio e, water content w, and specific gravity G, are found to be 0.50, 15%, and 2.65, respectively. Find: Total unit weight of the soil Y (a) (b) Degree of saturation S (c) Dry unit weight Y, if the water in the void is removed
4. Void Ratio 5. Porosity (in %). 6. Degree of saturation (in %). 7. Determine the volume of water in liters to be added per cubic meter of soil for a 100% degree of saturation.
A sample of fully saturated clay weighs 2.98 pounds in its natural state and 2.15 poundsafter drying. Determine the following:a. Natural water contentb. Void ratioc. Porosityd. Moist densitye. Dry density (Hand written please)
If the water content of a certain saturated soil sample is 22 per cent and the specific gravity is 2.65, determine the saturated unit weight at dry unit weight porosity n and void ratio e.
One cubic meter of wet soils weighs 19.80 kN. If the specific gravity of soil particles is 2.70 and water content is 11%, find the void ratio.
Geotechnical Engineering Please help me answer this question, and please show your solutions write it properly. Problem 4 For a given sandy soil, the maximum and minimum void ratios are 0.72 and 0.46, respectively. If Gs= 2.71 and w=11%, what is the moist unit weight of compaction in the field if the relative density equals 82%? Problem 5 A soil sample has a unit weight of 105.7 pcf and a degree of saturation of 50% When the saturation is increased to 75%, its unit weight raises to 112.7 pcf. Determine the void ratio e and the specific gravity Gs for this soil.
A specimen of clay has a water content of 82% and a saturation of 95%. The specific gravity of solids is 2.76. What is the void ratio of this soil? What is the moist density of this soil in kg/m3? Round the answers to five significant figures. Include phase diagram(s).
Q1: A soil has a bulk density of 1.8 Mg/m' and a water content of 9.5%. The value of G, is 2.65. Calculate the void ratio and degree of saturation of the soil. What would be the values of density and water content if the soil were fully saturated at the same void ratio?
An undisturbed sample of soil has a volume of 29 cm³ and weighs 48 g. The dry weight of the sample is 42 g. Gs = 2.6. S What is the value of the natural water content in percentage? What is the value of the in-situ void ratio? What is the value of the degree of saturation in percentage? What is the percentage of air in voids?
4. A soil sample has a bulk unit weight of 19.6 kN/m³ and a water content of 10%. The value of Gs (i.e. the specific gravity of soil grains) is 2.70. Calculate the void ratio and degree of saturation of this sample. What would be the values of unit weight and water content if the soil were fully saturated at the same void ratio?
Determine the moisture content, unit weight, specific gravity of solids, void ratio, and degree of saturation of the given data below from a soil sample.and fill it the black in 2nd picture
Page 3 Q2 A soil has a bulk density of 1.91 Mg/m³ and a water content of 9.5%. The value of Gs is 2.70. Determine the following: d) Density if the soil were fully saturated at the same void ratio. e) Water content if the soil were fully saturated at the same void ratio.

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Problem 1.2 A soil has a bulk density of 1.91 Mg/m and a water content of 9.5%. The value of G, is 2.70. Calculate the void ratio and degree of saturation of the soil. What would be the values of density and water content if the soil were fully saturated at the same void ratio?