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_ce-board-hge-problem-25-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "Civil Engineering Licensure Board Exam Problems and Solutions. <br/><br/>Evaluate the plastic settlement, in meter(s), on a layer of plastic clay due to an increase of pressure caused by loads above it under the following conditions:<br/>initial intergranular pressure = 200 kPa<br/>increase in intergranular pressure = 120 kPa<br/>thickness of the clay layer = 8 m.<br/>coefficient of consolidation = 0.315<br/>void ratio of the clay = 1.132<br/>-<br/>paki pindot po sa \")
_exclusive-interviews-holi-high-2024-press-meet-with-sukhwinder-singh-amp-stebin-ben.webp "<br/>\")
_aj-puts-on-a-show-ends-press-conference-with-selfies-and-rapping.webp "After his second round knockout of Francis Ngannou, Anthony Joshua celebrated by taking a selfie and rapping")
_ce-board-hge-problem-36-hydraulics-and-geotechnical-engineering-ce-may-2015.webp "What is the Coefficient of Passive Resistance when the angle of internal friction is equal to 33 degrees ?<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-33-hydraulics-and-geotechnical-engineering-ce-may-2015.webp "During an unconsolidated undrained test conducted on a soil sample. The principal stress at failure was 114 kPa. Compute the Undrained Cohesion for the unconfined compression test.<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-32-hydraulics-and-geotechnical-engineering-ce-nov-2015.webp "For an increase of 12 kPa in the normal stress of a soil, the shear strength increased by 8 kPa. Estimate the probable angle of friction of the soil , in accordance with this criterion.<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-30-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "A Tri-axial shear test was performed on a well-drained sand sample. The normal stress on the failure plane and the shearing stress on the failure plane were determined to be 50 kPa and 30 kPa, respectively.<br/>a. Determine the angle of internal friction of the sand<br/>b. Determine the angle, in degrees, of the failure plane with respect to the horizontal plane<br/>c. Determine the axial stress applied to the specimen<br/>-<br/>HPGE CE Board Problem 31 (Hydraulics and Geotechnical Engineering) - CE Nov 2023<br/>-<br/>paki pindot po sa \")
_ce-board-mste-problem-2-engineering-mathematics-ce-april-2023.webp "CE APRIL 2023 - The machine has an owning and operating cost of $40.5 per hour. Operator in the area where the proposed work will be performed are paid a wage of $15.5 per hour. What is the unit cost for pushing the material?<br/><br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-37-hydraulics-and-geotechnical-engineering-ce-may-2017.webp "In accordance with Rankine's theory for lateral active earth pressure on a retaining wall, with horizontal backfill. What angle of internal friction, in degrees, results in a coefficient of lateral earth pressure equal to 0.50 ?<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-35-hydraulics-and-geotechnical-engineering-ce-may-2022.webp "What is the friction angle of the soil when the coefficient of passive resistance is 5 ?<br/>-<br/>paki pindot po sa \")
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