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Determine the expected dragline production in loose cubic meter (LCM) per hour based on the following information<br/>Dragline size = 1.5 cu.m<br/>Swing angle = 120 deg<br/>average depth of cut = 2.4 m<br/>Material = common earth<br/>Job Efficiency = 50min/hr <br/>Soil swell = 25%<br/>-<br/>paki pindot po sa \
⏲ 3:25 👁 10K
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
Behind the Scenes Featurette from the movie Kung Fu Panda (2008).<br/><br/>Kung Fu Panda is a 2008 American animated martial arts comedy film produced by DreamWorks Animation and distributed by Paramount Pictures. The first installment in the Kung Fu Panda franchise, it was directed by John Stevenson and Mark Osborne in their feature directorial debuts, and written by Jonathan Aibel and Glenn Berger from a story by Ethan Reiff and Cyrus Voris. The film stars the voices of Jack Black, Dustin Hoffman, Angelina Jolie, Ian McShane, Seth Rogen, Lucy Liu, David Cross, Randall Duk Kim, James Hong, Dan Fogler, Michael Clarke Duncan and Jackie Chan. The film, set in a version of ancient China populated by anthropomorphic animals, centres on a bumbling panda named Po (Black), a kung-fu enthusiast. When a notorious snow leopard named Tai Lung (McShane) is foretold to escape at Chorh-Gom Prison, Po is unwittingly named the \
⏲ 44:52 👁 20K
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
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
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
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 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<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<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
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
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
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