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✓ Published: 12-Mar-2024
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✓ Published: 12-Mar-2024
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An unconfined compression test was conducted to a soil sample having a diameter of 50 mm. the failure load was 66 N. what is the value of the cohesion strength of the clay, in kPa <br/>-<br/>paki pindot po sa \
An unconfined compression test was conducted to a soil sample having a diameter of 50 mm. the failure load was 66 N. what is the value of the cohesion strength of the clay, in kPa <br/>-<br/>paki pindot po sa \
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_ce-board-hge-problem-34-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "An unconfined compression test was conducted to a soil sample having a diameter of 50 mm. the failure load was 66 N. what is the value of the cohesion strength of the clay, in kPa <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-hge-problem-39-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "CE Board HGE Problem 39 (Hydraulics and Geotechnical Engineering) - CE NOV 2023<br/>-<br/>CE Board November 2023 Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPl7wAaD_fiVav-j9C4MbuTA<br/><br/>CE Board HPGE Problems Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPk4dttEGfOzMRbhGw3xBk7x<br/><br/>CE Board MSTE Problems Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPmaUhcMADlzdpDUOxWKFWEl<br/><br/>Construction and Methods Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPnyK-Pq2e1xipGvdGauzSc1<br/>-<br/>for Support,click the LIKE button<br/>and SUBSCRIBE now for FREE<br/><br/>Maraming salamat po sa inyo mga Engineers and Future Engineers.<br/>mabuhay po kayong lahat.<br/>-<br/>FB Page - https://www.facebook.com/MrComputerCiviLEngineer<br/>Tiktok - https://www.tiktok.com/@SolUsmanJr<br/>-------------<br/>CREDIT:<br/>-------------<br/>Soundtrack:<br/>Ace Attorney Dual Destinies - Apollo Justice (I'm fine)<br/>Ace Attorney Spirit of Justice (Credit Theme)<br/><br/>Avatar:<br/>SuperME Cartoon Avatar Maker (mobile app)<br/><br/>Reference:<br/> \")
_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-38-hydraulics-and-geotechnical-engineering-ce-nov-2021.webp "CE Board HGE Problem 38 (Hydraulics and Geotechnical Engineering) - CE Nov 2021<br/>-<br/>00:00 - (CE NOV 2021) The velocity head at one point of a pipeline is 5 m, what would be the velocity head at the point of the pipeline if the velocity is increased by half of the original velocity?<br/><br/>02:13 - (CE MAY 2016) If the velocity head at one point of a pipeline is 5 m. What would be the velocity head, in meters, at the point of the pipeline if the velocity is increased by 3 times?<br/><br/>(CE May 2015) If the velocity head at a velocity (V1) at one point of a pipe is 5.2 m, What is the velocity head, in meters, at that point if the velocity is twice that of V1.<br/>answer : Vh = 20.8 m<br/>-<br/>CE Board November 2023 Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPl7wAaD_fiVav-j9C4MbuTA<br/><br/>CE Board HPGE Problems Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPk4dttEGfOzMRbhGw3xBk7x<br/><br/>CE Board MSTE Problems Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPmaUhcMADlzdpDUOxWKFWEl<br/><br/>Construction and Methods Playlist<br/>https://www.youtube.com/playlist?list=PL5m4oYFxvZPnyK-Pq2e1xipGvdGauzSc1<br/>-<br/>for Support,click the LIKE button<br/>and SUBSCRIBE now for FREE<br/><br/>Maraming salamat po sa inyo mga Engineers and Future Engineers.<br/>mabuhay po kayong lahat.<br/>-<br/>FB Page - https://www.facebook.com/MrComputerCiviLEngineer<br/>Tiktok - https://www.tiktok.com/@SolUsmanJr<br/>-------------<br/>CREDIT:<br/>-------------<br/>Soundtrack:<br/>Ace Attorney Dual Destinies - Apollo Justice (I'm fine)<br/>Ace Attorney Spirit of Justice (Credit Theme)<br/><br/>Avatar:<br/>SuperME Cartoon Avatar Maker (mobile app)<br/><br/>Reference:<br/> \")
_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 \")
_ce-board-hge-problem-29-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br/>Chamber confining pressure = 250 kPa<br/>Deviator stress at failure = 350 kPa<br/>a. Evaluate the angle of friction of the soil sample<br/>b. Evaluate the shear stress on the failure plane<br/>c. Evaluate the normal stress on the plane of maximum shear<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-28-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br/>Chamber confining pressure = 250 kPa<br/>Deviator stress at failure = 350 kPa<br/>a. Evaluate the angle of friction of the soil sample<br/>b. Evaluate the shear stress on the failure plane<br/>c. Evaluate the normal stress on the plane of maximum shear<br/>-<br/>paki pindot po sa \")
_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 \")
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