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_ce-board-hge-problem-21-hydraulics-and-geotechnical-engineering-ce-nov-2012.webp "The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .<br/>The Moist Unit Weight of soil is 19.04kN/m <br/><br/>a. Specific Gravity<br/>b. Dry Unit Weight<br/>c. Water Content<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-20-hydraulics-and-geotechnical-engineering-ce-may-2016.webp "A soil has a dry unit weight of 15kN/mand a void ratio of 0.50<br/>a. Specific Gravity<br/>b. Saturated Unit Weight <br/>c. Hydraulic Gradient at critical condition<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-19-hydraulics-and-geotechnical-engineering-ce-may-2012.webp "Carbon tetrachloride with a mass of 500 kg is placed in container with 0.315 m in volume.<br/>a. Weight<br/>b. Unit Weight<br/>c. Specific Gravity<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-17-hydraulics-and-geotechnical-engineering-ce-may-2013.webp "A sample of dry soil is uniformly mixed with 17 % by mass of water and compacted in a cylindrical mold. The volume of wet soil is 1x10&#(-3)m and its mass is 1.6 kg. If the specific gravity of soil particles is 2.70 and using unit weight of water is 9.81kN/m .<br/><br/>a. Find the nearest value to the dry unit weight of soil. <br/>b. find the nearest value to the void ratio <br/>c. what is the degree of saturation ?<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_but-de-solal-team-1.webp "But de solal - Team 1 from sol juarez")
_ce-board-hge-problem-11-hydraulics-and-geotechnical-engineering-ce-may-2017.webp "A soil has a specific gravity of 2.5, degree of saturation of 40%, and void ratio of 0.40.<br/>Obtain the moist unit weight of the soil<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-7-hydraulics-and-geotechnical-engineering-ce-nov-2019.webp "A soil sample has a water content of 80 % and a degree of saturation of 90 %. Find the Void Ratio if it has a specific gravity of 2.67 <br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-6-hydraulics-and-geotechnical-engineering-ce-nov-2021.webp "The field unit weight of soil is 16kN/m . If the water content is 13 % and specific gravity of soil is 2.5, determine the following.<br/>a. Dry Unit Weight<br/>b. Void Ratio <br/>c. Degree of Saturation <br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_snatch-2000-behind-the-scenes-featurette.webp "Behind the Scenes Featurette from the movie Snatch (2000).<br/><br/>Snatch is a 2000 crime comedy film written and directed by Guy Ritchie, featuring an ensemble cast. Set in the London criminal underworld, the film contains two intertwined plots: one dealing with the search for a stolen diamond, the other with a small-time boxing promoter (Jason Statham) who finds himself under the thumb of a ruthless gangster (Alan Ford) who is ready and willing to have his subordinates carry out severe and sadistic acts of violence.<br/><br/>The film features an assortment of characters, including Irish Traveller \")
_ce-board-hge-problem-3-hydraulics-and-geotechnical-engineering-ce-may-2022.webp "Given that the fieldunit weight of a soil sample is 1800kg/mand the unit weight of the soil properties is 2000kg/mand the moisture content of the soil is 12 %<br/>a. Evaluate the Void Ratio <br/>b. Evaluate its dry unit weight<br/>c. Evaluate the degree of saturation<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-2-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "A sample of soil having a water content of 30 % has a mass specific gravity of 1.91. the specific gravity of the soil grains is obtained to be 2.69.<br/>a. Evaluate the void ratio of the soil mass.<br/>b. Evaluate the porosity of the soil mass in percent.<br/>c. Evaluate the degree of saturation of the soil mass in percent.<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_hydraulics-and-geotechnical-engineering-problem-28-34.webp "(Civil Engineering) CE Past Board Exam Problems in HGE<br/>-<br/>00:00 intro<br/>00:20 Problem 28 - CE NOV 2021<br/>02:21 Problem 29 - CE MAY 2016 <br/>04:14 Problem 30 - CE MAY 2015<br/>05:12 Problem 31 - CE MAY 2019<br/>06:08 Problem 32 - CE NOV 2021<br/>07:28 Problem 33 - CE NOV 2021<br/>11:43 Problem 34 - CE NOV 2021<br/>15:02 outro<br/>-<br/>If You Like this video..please do click the \")
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