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_ce-board-hge-problem-26-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "A clay layer 5 m. thick rests beneath a deposit of submerged sand 8 m. thick. The top of the sand is located 3 m. below the surface of a body of water. The saturated unit weight of the sand is 25kN/m, and the clay is 20kN/m <br/>a. evaluate the total vertical pressure at mid-height of the clay layer<br/>b. evaluate the pore water pressure at mid-height of the clay layer<br/>c. obtain the intergranular stress or effective stress at mid-height of the clay<br/>-<br/>CE Board HGE Problem 27 (Hydraulics and Geotechnical Engineering) - CE Nov 2023<br/>-<br/>paki pindot po sa \")
_amar-hridoyo-pinjirar-posha-pakhi-re-ridoy-jj-124-music-video.webp "Ridoy Jj")
⏲ 4 minutes 45 seconds 👁 1.2M
_posha-pakhi-124-nasir-amp-jui-124-124-valentine-day-song-124-official-music-video-124-sangeeta.webp "Sangeeta Music")
⏲ 3 minutes 47 seconds 👁 5.6M
_ce-board-mste-problem-6-engineering-mathematics-ce-nov-2021.webp "CE NOV 2021 - Estimate the hourly production in loose volume (LCM) of a 2.68 m wheel loader, excavating sand and gravel (average material) from a pit and moving it to a stockpile. The average haul distance is 61 m .Effective Grade is 6%, bucket fill factor is 1.0 , and Job efficiency is 50 min/hr<br/>Basic Time Cycle = 0.50 min<br/>Travel Time = 0.30 min<br/>-<br/>paki pindot po sa \")
_tumi-kaar-posha-pakhi-124-tasrif-khan-124-kureghor.webp "KEEPSCARINGME")
⏲ 7 minutes 1 second 👁 53.2K
_124-hridoyo-pinjirar-posha-pakhire-lyrical-by-kamruzzaman-rabbi.webp "Khairu Zzaman")
⏲ 6 minutes 42 seconds 👁 2.9M
_ce-board-hge-problem-27-1-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/>a. Evaluate the effective pressure, in kPa, before lowering of the water table<br/>-<br/>paki pindot po sa \")
_posha-pakhi-124-chandana-majumder-124-124-124-official-music-video-124-sangeeta.webp "Sangeeta Music")
⏲ 4 minutes 31 seconds 👁 667.4K
_-hridoyo-pinjirar-posha-pakhi-re-lyrics.webp "Xrince Bayzid")
⏲ 4 minutes 52 seconds 👁 272.9K
_ce-board-hge-problem-34-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "An unconfined compression test was conducted to a soil sample having a diameter of 50 mm. the failure load was 66 N. what is the value of the cohesion strength of the clay, in kPa <br/>-<br/>paki pindot po sa \")
_ll-ll-ll-tulika-mondal-ll-full-hd.webp "SUMAN FOLK STUDIO")
_124124-slowedlofi-124124-tumi-kar-posha-pakhi-124124-tasrif-khan-and-jeshan-124124-reverb-music.webp "Difty official 🌸")
⏲ 7 minutes 39 seconds 👁 450.4K
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