Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 3, Problem 3.11P
To determine
Find the weight of water, in kN.
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For a given soil, the following are given: Gs = 2.6; moist unit weight = 17.05 kN/m3, and moisture content = 10.31%. Determine the weight of water, in kN, to be added per cubic meter of soil to reach 82% degree of saturation.
For a given soil, the following are given: Gs = 2.62; moist unit weight = 17.75 kN/m3, and moisture content = 11.2%. Determine the weight of water, in kN, to be added per cubic meter of soil to reach 81% degree of saturation. Round off to three decimal places.
The moist unit weight of a soil is 105 lb /ft3. Given that w = 15% and Gs = 2.7, determine
a. Weight of water, in lb/ft3, to be added to reach full saturation
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Fundamentals of Geotechnical Engineering (MindTap Course List)
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- 3) For a given moist soil, given that volume = 33m3; mass = 33kg; moisture content = 10%; Gs = 2.7, calculate the following: a. Moist density (kg/m3) b. Dry density (kg/m3) c. Void ratio d. Porosity e. Degree of saturation (%) f. Volume occupied by waterarrow_forwardSituation 11 - The moist unit weight and degree of saturation of a soil are given in the following table. Degree of Saturation (%) Moist Unit Weight (kN/m^3) 50 16.64 75 17.73 Determine the unit weight of the soil in kN/m3 if s = 13%. Round off to two decimal places.arrow_forward3.14 For a given soil, the following are known: Gs 5 2.74, moist unit weight, 5 20.6 kN/m, and moisture content, w 5 16.6%. Refer to Problem 3.14. Determine the mass of water, in kg, to be added per cubic meter (m3) of soil fora. 90% degree of saturationb. 100% degree of saturationarrow_forward
- For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the moist unit weight of soil in lb/ft3.arrow_forwardFor a saturated soil, the following are given: watercontent = 23%, Gs = 2.67. Determine the following:a) Saturated unit weightb) Dry unit weightc) Moist unit weight when the degree ofsaturation becomes 70%arrow_forward1. A moist soil sample weighing 0.20 kg having a volume of 200 cm3 and dry unit weight of 16 kN/ m . After mixing water of 65 g, compute the moisture content of the soil.arrow_forward
- The moist unit weight of a soil is 16.5kN/m^3. Given that water content is 15% and specific gravity is 2.70, determine the mass of water in kg/m^3 that must be added to reach the full saturation?arrow_forwardProblem 9:For a soil, the following are given: Gs = 2.67, moist unit weight γ = 17. 6 kN/m3, and moisture content w = 10.8 %. Determinea. Dry unit weightb. Void ratioc. Porosityd. Degree of saturation Problem 10:Refer to Problem 9. Determine the mass of water, in kilograms, to be added per cubic meter of soil fora) 80% degree of saturationb) 100% degree of saturationarrow_forwardFor a moist soil, given that Volume = 5660 cm3; Mass = 10.4 kg; Moisture content = 10%: Gs = 2.7. Calculate the following:a) Moist density (kg/m3)b) Dry density (kg/m3)c) Void ratiod) Porositye) Degree of saturation (%)f) Volume occupied by water (m3)arrow_forward
- 3.4 For a given soil, the following are known: Gs 5 2.74, moist unit weight, 5 20.6 kN/m3, and moisture content, w 5 16.6%. Determine:a. Dry unit weightb. Void ratioc. Porosityd. Degree of saturation3.15 Refer to Problem 3.14. Determine the mass of water, in kg, to be added per cubic meter (m3) of soil fora. 90% degree of saturationb. 100% degree of saturationarrow_forwardGIVEN THE FOLLOWING FOR A SOIL SAMPLE: S=0.8 n=0.28 and Gs = 2.5 FIND THE MOIST UNIT WIEIGHT. USE yw = 9.81 KN/(m^3)arrow_forwardQuestion 39 For a given soil, the following are given: Gs = 2.63; moist unit weight = 17.15 kN/m3, and moisture content = 10.86%. Determine the weight of water, in kN, to be added per cubic meter of soil to reach 84% degree of saturation. Round off to three decimal places.arrow_forward
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