3.5 is already answered please answer 3.6 3.5] The moist unit weight of a soil is 19.2 kN/m³. Given that Gs = 2.69 and w = 9.8%,90] determine:a. Void ratiob. Dry unit weightc. Degree of saturation3.6] Refer to Problem 3.5. Determine the weight of water, in kN, to be added percubic90meter (m) of soil fora. 90% degree of saturationb. 100% degree of saturation

We have to determine the solution of 3.6 in which we asked about weight of water to be added as per…

Answered: 3.6 Refer to Problem 3.5. Determine the…

3.6 Refer to Problem 3.5. Determine the weight of water, in kN, to be added per 90) cubic meter (m³) of soil for a. 90% degree of saturation b. 100% degree of saturation

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter7: Permeability

Section: Chapter Questions

Problem 7.13P

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3.5 is already answered please answer 3.6

3.5] The moist unit weight of a soil is 19.2 kN/m³. Given that Gs = 2.69 and w = 9.8%,
90] determine:
a. Void ratio
b. Dry unit weight
c. Degree of saturation
3.6] Refer to Problem 3.5. Determine the weight of water, in kN, to be added per
cubic
90
meter (m) of soil for
a. 90% degree of saturation
b. 100% degree of saturation

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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 saturation