Q2/ Casing Design (Intermediate Casing) :- 115μ Design 9%" intermediate Casing, if Casing will seat at depth 9000ft and it will cement to 3000ft below surface. If you know that Gas Kick represent the most frequent Scenarios in this zone, Gas kick generally come from the bottom of next section and Fill the Wellbore. Assume Pore Pressure Gradient effect on cemented interval. Formation pressure at the end of next section (depth 12000ft) is 6500psi. Gas gradient is 0.052 psi/ft. • Drilling Mud (Intermediate Section = 10.2ppg, Production Section = 11.2ppg) • Cement Density = 15ppg Pressure Gradient at Casing Shoe (9000ft) is (Ppore = 0.456psi/ft, PFracture 0.96psi/ft) Available Casing is (K55, 36 # , BTC), (N80,43.5#, BTC), (N80,53.5 #, BTC) Max. allowable Over pull is 40000lb. a

Q2/ Casing Design (Intermediate Casing) :- 115μ Design 9%" intermediate Casing, if Casing will seat at depth 9000ft and it will cement to 3000ft below surface. If you know that Gas Kick represent the most frequent Scenarios in this zone, Gas kick generally come from the bottom of next section and Fill the Wellbore. Assume Pore Pressure Gradient effect on cemented interval. Formation pressure at the end of next section (depth 12000ft) is 6500psi. Gas gradient is 0.052 psi/ft. • Drilling Mud (Intermediate Section = 10.2ppg, Production Section = 11.2ppg) • Cement Density = 15ppg Pressure Gradient at Casing Shoe (9000ft) is (Ppore = 0.456psi/ft, PFracture 0.96psi/ft) Available Casing is (K55, 36 # , BTC), (N80,43.5#, BTC), (N80,53.5 #, BTC) Max. allowable Over pull is 40000lb. a

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A- A layered sou nas the following: Top layer has the FC = 40%, PWP = 18% and depth = 50 cm. Initial water content = 26% by volume and PAD = 35%. Bottom layer has FC = 38%, PWP = 20% and depth = 60 cm. Actual water content = 30% by volume, PAD = 55%. Find the required depth of irrigation. Also, for each layer, show whether the irrigation was applied on time or not?
11₁. خطأ درجة 0.00 من 1.00 X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) & feet 7110 pct. 7 feet 17 feet ww.349, LL50%.120 pct The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement :(inch) is The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect X - 6.736 ▼ 2.407 مراجعة X -7.6 سؤال 1 الجواب الصحيح هو: The initial effective stress (ksf) at the mid of clay layer is: → 1.74, The total consolidation settlement (inch) is: → 7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 |||
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Subject: Geotechnical engineering Please Give me complete a, b and c correct solutions otherwise leave it.... Thank you
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