Q.4 Calculate the temperature, hydrostatic pressure, lithosting pressure, and the effective pressure for conditions; Surface temperature= 60 °F Temperature gradient=1.45 °F/100 ft Depth of the layer =8,000 ft Specific gravity of the rock=2.6 the following Q.5 If the total ocean bottom depth is 5,000 ft and the first layer depth is 12,000 ft and the second layer depth is 20,000 ft. The specific gravity of the rock in the first layer is 2.4 while the second is 2.8. Calculate the temperature, hydrostatic pressure, lithostatic pressure, and the effective pressure. Assume the temperature gradient is 1.5 °F/100 ft. Q.6 A plan to drill two wells in the two above cases (Q.4 and Q.5). Calculate the required mud density for each case.
Q.4 Calculate the temperature, hydrostatic pressure, lithosting pressure, and the effective pressure for conditions; Surface temperature= 60 °F Temperature gradient=1.45 °F/100 ft Depth of the layer =8,000 ft Specific gravity of the rock=2.6 the following Q.5 If the total ocean bottom depth is 5,000 ft and the first layer depth is 12,000 ft and the second layer depth is 20,000 ft. The specific gravity of the rock in the first layer is 2.4 while the second is 2.8. Calculate the temperature, hydrostatic pressure, lithostatic pressure, and the effective pressure. Assume the temperature gradient is 1.5 °F/100 ft. Q.6 A plan to drill two wells in the two above cases (Q.4 and Q.5). Calculate the required mud density for each case.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.19P: Refer to Figure 15.27a. For the braced cut, H = 6 m, Hs = 2 m, s = 16.2 kN/m3, angle of friction of...
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