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_ce-board-hge-problem-25-hydraulics-and-geotechnical-engineering-ce-nov-2023.jpg "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 \")
⏲ 2:16 👁 20K
_10-amazing-secrets-about-building-the-egyptian-pyramids.jpg "The Egyptian pyramids are among the most magnificent and ancient architectural wonders in the world, arousing the astonishment of scholars and the public alike.<br/>The construction of the pyramids is a great achievement of ancient Egyptian civilization.<br/>The pyramids demonstrate the genius of the ancient Egyptians in engineering and construction <br/>The Egyptian pyramids still hide many secrets that have not yet been discovered")
⏲ 3:5 👁 10K
_ce-board-hge-problem-36-hydraulics-and-geotechnical-engineering-ce-may-2015.jpg "What is the Coefficient of Passive Resistance when the angle of internal friction is equal to 33 degrees ?<br/>-<br/>paki pindot po sa \")
⏲ 1:9 👁 15K
_ce-board-hge-problem-33-hydraulics-and-geotechnical-engineering-ce-may-2015.jpg "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 \")
⏲ 1:16 👁 15K
_ce-board-hge-problem-32-hydraulics-and-geotechnical-engineering-ce-nov-2015.jpg "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 \")
⏲ 1:23 👁 15K
_ce-board-hge-problem-30-hydraulics-and-geotechnical-engineering-ce-nov-2023.jpg "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 \")
⏲ 3:37 👁 10K
_ce-board-mste-problem-2-engineering-mathematics-ce-april-2023.jpg "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 \")
⏲ 1:45 👁 10K
_ce-board-hge-problem-39-hydraulics-and-geotechnical-engineering-ce-nov-2023.jpg "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/> \")
⏲ 6:25 👁 10K
_ce-board-hge-problem-38-hydraulics-and-geotechnical-engineering-ce-nov-2021.jpg "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/> \")
⏲ 4:11 👁 10K
_ce-board-hge-problem-37-hydraulics-and-geotechnical-engineering-ce-may-2017.jpg "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 \")
⏲ 2:22 👁 10K
_ce-board-hge-problem-35-hydraulics-and-geotechnical-engineering-ce-may-2022.jpg "What is the friction angle of the soil when the coefficient of passive resistance is 5 ?<br/>-<br/>paki pindot po sa \")
⏲ 2:22 👁 10K
_ce-board-hge-problem-29-hydraulics-and-geotechnical-engineering-ce-nov-2022.jpg "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 \")
⏲ 3:52 👁 10K
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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 \")
_10-amazing-secrets-about-building-the-egyptian-pyramids.webp "The Egyptian pyramids are among the most magnificent and ancient architectural wonders in the world, arousing the astonishment of scholars and the public alike.<br/>The construction of the pyramids is a great achievement of ancient Egyptian civilization.<br/>The pyramids demonstrate the genius of the ancient Egyptians in engineering and construction <br/>The Egyptian pyramids still hide many secrets that have not yet been discovered")
_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-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-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-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 \")
_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 \")
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