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_ce-board-hge-problem-15-hydraulics-and-geotechnical-engineering-ce-may-2013.webp "A soil sample has the following properties<br/>Porosity = 0.398<br/>Specific Gravity = 2.75<br/>a. compute the void ratio of the soil sample.<br/>b. compute the saturated unit weight of the soil sample. <br/>c .compute the buoyant unit weight of the soil sample<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-14-hydraulics-and-geotechnical-engineering-ce-nov-2016.webp "A soil has a unit weight of 21.1kN/mand a moisture content of 9.8 % . when the soil is saturated, the unit weight is 22.52kN/m. Determine the void ratio of 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 \")
_kalidad-ng-mga-itlog-bumababa-dahil-sa-init-ng-panahon-124-bt.webp "Kalidad ng itlog, apektado na rin sa init ng panahon!<br/><br/><br/>Balitanghali is the daily noontime newscast of GTV anchored by Raffy Tima and Connie Sison. It airs Mondays to Fridays at 10:30 AM (PHL Time). For more videos from Balitanghali, visit http://www.gmanews.tv/balitanghali.<br/><br/>#GMAIntegratedNews #KapusoStream<br/><br/>Breaking news and stories from the Philippines and abroad:<br/>GMA Integrated News Portal: http://www.gmanews.tv<br/>Facebook: http://www.facebook.com/gmanews<br/>TikTok: https://www.tiktok.com/@gmanews<br/>Twitter: http://www.twitter.com/gmanews<br/>Instagram: http://www.instagram.com/gmanews<br/><br/>GMA Network Kapuso programs on GMA Pinoy TV: https://gmapinoytv.com/subscribe")
_technical-problem-ang-tumama-sa-social-media-platform-ayon-sa-meta-spokesperson-124-24-oras.webp "Isa ka rin ba sa mga kinabahang baka na-hack ang Facebook at iba pang social media accounts matapos ilang sandaling hindi mabuksan kagabi?<br/><br/><br/>24 Oras is GMA Network’s flagship newscast, anchored by Mel Tiangco, Vicky Morales and Emil Sumangil. It airs on GMA-7 Mondays to Fridays at 6:30 PM (PHL Time) and on weekends at 5:30 PM. For more videos from 24 Oras, visit http://www.gmanews.tv/24oras.<br/><br/>#GMAIntegratedNews #KapusoStream<br/><br/>Breaking news and stories from the Philippines and abroad:<br/>GMA Integrated News Portal: http://www.gmanews.tv<br/>Facebook: http://www.facebook.com/gmanews<br/>TikTok: https://www.tiktok.com/@gmanews<br/>Twitter: http://www.twitter.com/gmanews<br/>Instagram: http://www.instagram.com/gmanews<br/><br/>GMA Network Kapuso programs on GMA Pinoy TV: https://gmapinoytv.com/subscribe")
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_ce-board-hge-problem-18-hydraulics-and-geotechnical-engineering-ce-may-2015.webp "The moist unit weight of a soil is 16.5kN/m.If it has a moisture content of 15%. Determine the mass of water, in kg/mto be added to reach full saturation. Specific gravity of soil is 2.7 <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-4-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "A saturated soil has a water content of 23 % and specific gravity of 2.67<br/>a. Determine the saturated unit weight in kN/m <br/>b. Determine the dry unit weight in kN/m <br/>c. Determine the moisture unit weight when the degree of saturation becomes 70 %<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-1-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "A cohesive soil sample was taken from an SPT and taken to the laboratory in a glass jar. It was found to weigh 145 grams. The sample was then placed in a container having a volume V=500 cm and 420 cm of water were added to fill the container. Evaluate the unit weight of the soil in kN/m<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_how-to-draw-9-nice-figures-using-a-0-5mm-marker-and-a-spirograph.webp "HOW TO DRAW 9 nice figures using a 0.5mm marker and a spirograph?")
_ce-board-hge-problem-24-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "The laboratory compaction test of a certain type of soil gives a maximum dry density of 1.486g/cmwith an optimum moisture content of 12.5 % . The following are the results of a field unit weight determination test using sand cone method.<br/><br/>volume of soil excavated from the hole = 0.001337 mg<br/>weight of soil from the hole when wet = 2200 g<br/>weight of dry soil = 1890 g<br/><br/>a. determine the field unit weight of soil<br/>b. what is the situ water content of soil ?<br/>c. determine the relative compaction<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-23-hydraulics-and-geotechnical-engineering-ce-nov-2013.webp "A soil sample has a mass of 1830 g taken from the field having a volume of 1x10&#(-3)m .<br/>It has a specific gravity of 2.60 and a water content of 10 %. Values of e_max=0.62 and e_min=0.43<br/><br/>a. compute the dry density weight <br/>b. compute the void ratio <br/>c. compute the relative density<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-22-hydraulics-and-geotechnical-engineering-ce-may-2014.webp "Thetotal density of a sand in an embankment was found to be 1900kg/mand <br/>the field water content was 11.5 %. In the laboratory, the density of solids was found to be 2660kg/mand the maximum and minimum void ratio are 0.62 and 0.44 respectively.<br/><br/>a. What is the dry density of the sand ?<br/>b. What is the void ratio of the sand ? <br/>c. calculate the relative density of the sand in the field. <br/>-<br/>Thetotal density of a sand in an embankment was found to be 1900kg/mand the field water content was 12 %. In the laboratory, the density of solids was found to be 2660kg/mand the maximum and minimum void of ratio are 0.63 and 0.44 respectively.<br/><br/>a. What is the dry density of the sand ? <br/>b. What is the void ratio of the sand ?<br/>c. calculate the relative density of the sand in the field. <br/>-<br/>paki pindot po sa \")
_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 \")
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