The moist unit weight of a soil is 19. o6 KN/m3. Given thatGs = 2.G6 and w= 9.22 0%o Determine the weight of waterin KN. to be added per cubic meter Cm 3) of soil pora) 82% degree of saturation (3 deimal places)b) 100 % degree of saturafion (3 deimal places)

Answered: Image /qna-images/answer/6b4e45e4-efed-49ce-a70f-8b12b6855f8b.jpg

Answered: The moist unit weight of a soil is 19.…

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Weight-volume Relationships And Plasticity

Section: Chapter Questions

Problem 3.11P

See similar textbooks

Similar questions

The moist unit weight of a soil is 21kN / (m ^ 3) . Its dry unit weight is 18kN / (m ^ 3) Given that G_{S} = 2.71 determine: a) Moisture content, b) Void ratio, c) Degree of saturation, d) Weight of water per cubic meter of soll (i.e. with units of kN/m^ 3 ). , to be added to reach full saturation.
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
The moist unit weight of soil is 16.5 KN/m3. Given that the w = 15 % and Gs= 2.70, find:a) Dry unit weight ϒd,b) The porosity,c) The degree of saturation S, andd) The mass of water in kg m /m3 that must be added to reach full saturation.
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 water
The porosity of soil is 0.35 and Gs = 2.69. Determine the following:a) Saturated unit weight b) Buoyant unit weightc) Moisture content when the moist unit weight is 17.5 KN/cu.m.
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.
1) The moist unit weight of a soil is 19.2 kN/m3 . Given that Gs = 2.69 and w = 9.8%, determine: a. Void ratio b. Dry unit weight c. Degree of saturation 2) Refer to Problem 1 Determine the weight of water, in kN, to be added per cubic meter (m3) of soil for: a. 90% degree of saturation b. 100% degree of saturation
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?
A moist soil has a void ratio of 0.65. The soil moisture content is 14% and its solids density or relative specific weight of solids is 2.7. Determine: a. What is the saturated unit weight in kN/m3?b. How much water, in kN/m3, needs to be added to the soil for it to be completely saturated?c. What would be the wet unit weight in kN/m3 when the degree of saturation is 70%?
The porosity of a soil is 0.33. Given Gs = 2.63, determine:i) Saturated unit weightii) Moisture content when the moist unit weight = 18.7 kN/m3
The moist unit weight of a soil at 18.77% moisture is 17.42 kN/m3. Determine the mass of water (kg), per cubic meter, that must be added to reach full saturation. The specific gravity of solid soil 2.64.
For a given Soil, the following are known. Gs = 2.74, moist unit weight = 19Kn/m3 and moisture content = 17%.a. Determine the weight of water in KN to be added per cubic meter of soil for a100% degree of saturation.b. Determine the weight of water in KN to be added per cubic meter of soil for93% degree of saturation.

SEE MORE QUESTIONS

Recommended textbooks for you

Fundamentals of Geotechnical Engineering (MindTap…

Civil Engineering

ISBN:

9781305635180

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Principles of Geotechnical Engineering (MindTap C…

Civil Engineering

ISBN:

9781305970939

Author:

Braja M. Das, Khaled Sobhan

Publisher:

Cengage Learning

Fundamentals of Geotechnical Engineering (MindTap…

Civil Engineering

ISBN:

9781305635180

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Principles of Geotechnical Engineering (MindTap C…

Civil Engineering

ISBN:

9781305970939

Author:

Braja M. Das, Khaled Sobhan

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

The moist unit weight of a soil is 19. o6 KN/m3. Given that Gs= 2.46 and w 9.220%o Determine the weight oF water in KN. to be added per cubic meter Cm 3) of soil por a) 82% degree of saturation (3 deimal places) b) 100 % degree of saturation (3 deimal places)