Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 15, Problem 15.3P
To determine
Find the settlement of the soil.
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What factors affect the permeability values of any rock.
Problem 1:
For uncompacted sandstone formation, the interval transit time was recorded as following:
Atiog
= 12 msec/ft.
Atsh = 125 msec/ft.
Atf = 189 msec/ft.
Calculate the formation porosity if the area:
1- Water zone
2- Oil zone
3- Gas zone
werm
、スe
Sonic loy
Chapter 15 Solutions
Principles of Foundation Engineering (MindTap Course List)
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- d) A sandstone core plug is 1 inch in diameter, 2 inches long, and has a mass of 56.6 grams. When completely saturated with water, its mass increases to 60.9 grams. Compute the rock porosity.arrow_forwardA consolidated-undrained test on a normally consolidate clay yield the following results: Confining Pressure = 151 KPa; Deviator Stress = 187 KPa; Pore Pressure = 71 KPa. Calculate the consolidated undrained friction angle. Please answer this asap. For upvote. Thank you very mucharrow_forwardI need the answer as soon as possiblearrow_forward
- answer in 3 decimal places ty :)arrow_forwardA 5.1 m thick clay soil with a current overburden pressure of 89 kPa is going to experience an additional stress of 89 kPa after a new structure is built. If it was determined that the clay is normally consolidated has an initial void ratio of 1.2, a recompression index of 0.07, and a compression index of 0.47. Determine the total amount of settlement that is expected to occur. Provide your answer in meters to 3 decimal places.arrow_forwardHelp me outarrow_forward
- A consolidated-undrained test on a normally consolidate clay yield the following results: Confining Pressure = 159 KPa; Deviator Stress = 182 KPa; Pore Pressure = 79 KPa. Calculate the consolidated undrained friction angle.arrow_forwardDetermine void ratio if value porosity%3D0.5arrow_forwardindicate the final answer in 3 decimal places.arrow_forward
- What is the pore compressibility of a rock with a bulk volume of 22 cm3, porosity of 19% and pore volume decreases by 0.06 cm3 when subjected to a confining pressure of 670psi?arrow_forwardQuestion 7 During the glacial period, the in situ stress of a clay formation was approximately 20,000 psf. Today, the in situ stress of that same clay is approximately 9500 psf. Which of the values below are most likely the OCR of the clay? O 1.65 O2.10 O 0.50 1.00arrow_forwardAt what depth would total the vertical stress in a deep deposit of clay (e = 1.11, Gs = 2.73) be 160 kPa if the water table is 1 m below the ground surface and the above the water surface a saturation degree of 50 % exists. What is the effective stress at the same depth?arrow_forward
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