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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 \")
_aam-pokile-kham-ii-achurjya-borpatra-ii-xuwarani-ii.webp "Achurjya Borpatra Official")
_kaif-o-suroor-lyrical-video-aima-baig-ft-sadaf-kanwal.webp "Filmwala Pictures")
_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 \")
_aima-khan-124-dr-sharif-bhatti-124-mehfil-e-mushaira-124-album-5-124-thar-production.webp "TharProductionPak")
⏲ 9 minutes 55 seconds 👁 468.7K
_aima-khan-124-iftukhar-thakir-124-mehfil-e-mushaira-124-album-16-124-thar-production.webp "TharProductionPak")
⏲ 59 minutes 23 seconds 👁 1.9M
_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 \")
_dr-aima-khan-and-kausar-bhatti-with-majid-moon-stage-drama-2020-comedy-clip.webp "Punjab Drama Tv")
⏲ 8 minutes 12 seconds 👁 131.3K
_aima-khan-latest-stage-drama-chaudhary-theater-papu-pardase-amjad-toti-kuwait-production-2023.webp "Kuwait Production")
⏲ 11 minutes 3 seconds 👁 91.8K
_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 \")
_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 \")
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