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_ce-board-hge-problem-9-hydraulics-and-geotechnical-engineering-ce-may-2019.webp "A sample of saturated clay has a water content of 56 % .Assume a specific gravity of 2.72 .Compute the following<br/>a. Void Ratio <br/>b. Saturated Unit Weight<br/>c. Porosity<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-5-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "for a given sandy soil, e_max=0.75 , e_min=0.46 , G=2.68 . if D_r=78% (relative density) and a water content of 9%<br/>a. determine the void ratio of the soil <br/>b. determine the dry unit weight of soil <br/>c. what is the moist unit weight of compaction in the field? <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 \")
_elite-alabama-offense-vs-improved-gator-defense-in-sec-clash.webp "Elite Alabama Offense vs. Improved Gator Defense in SEC Clash from ind 10 sec")
_ce-board-hge-problem-16-hydraulics-and-geotechnical-engineering-ce-may-2015.webp "A soil mass has G = 2.40. What is the largest possible unit weight of this 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-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 \")
_agriculture-sec-francisco-tiu-laurel-jr-kinondena-ang-kontrobersyal-na-pagbebenta-umano-ng-nfa-rice-sa-mga-pinaborang.webp "Unang Balita is the news segment of GMA Network's daily morning program, Unang Hirit. It's anchored by Arnold Clavio, Susan Enriquez, Ivan Mayrina, and Mariz Umali, and airs on GMA-7 Mondays to Fridays at 5:30 AM (PHL Time). For more videos from Unang Balita, visit http://www.gmanetwork.com/unangbalita.<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")
_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-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-hgeproblem-27-3-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>c. Evaluate the effective pressure, in kPa, when there is no water in the sand layer<br/>but remain in moist condition at the same degree of saturation<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-27-2-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "a layer of clay 10 m thick is overlain by a 15.2 m thick to ground surface. When the water table is at ground surface level, the saturated unit weight of the sand was determined to be 21.2kN/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . When the ground water table lowered by 7.6 m, the degree of saturation of the sand above the water table was lowered to 30 %. At the mid-height of the clay.<br/>b. Evaluate the effective pressure, in kPa, after lowering of the water table<br/>-<br/>paki pindot po sa \")
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