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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 \")
_shukher-pakhire-124-124-hd-124-shabnur-124-sabina-yasmin-124-dui-noyoner-alo-124-anupam.webp "Anupam Movie Songs")
⏲ 5 minutes 26 seconds 👁 1.9M
_pakhire-o-pakhire-124-124-hd-124-shabnur-amp-ferdous-124-tumi-boro-bhaggoboti-124-anupam.webp "Anupam Movie Songs")
⏲ 5 minutes 7 seconds 👁 21.8M
_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-amar-moner-majhi-124-124-faruk-amp-nipa-monalisa-124-andrew-amp-sabina-124-jhinukmala.webp "Anupam Movie Songs")
⏲ 5 minutes 9 seconds 👁 3.2M
_sukher-nirey-ami-i-am-in-the-nest-of-happiness-hd-omor-sani-bapparaj-amp-lima-andrew-premgeet-124-anupam.webp "Anupam Movie Songs")
⏲ 5 minutes 5 seconds 👁 7.6M
_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 \")
_amar-moneri-angone-124-124-hd-124-shabnur-amp-riaz-124-runa-amp-andrew-124-bostir-meye-124-anupam.webp "Anupam Movie Songs")
⏲ 4 minutes 14 seconds 👁 6M
_kon-daler-pakhire-tui-124-124-salman-shah-amp-shabnur-124-subir-nandi-124-anondo-osru.webp "Anupam Movie Songs")
⏲ 4 minutes 28 seconds 👁 1.3M
_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 \")
_bondhure-tor-buker-vitor-124-124-f-a-sumon-124-shilpi-biswas-124-bangla-new-song.webp "G Series Music")
⏲ 5 minutes 31 seconds 👁 28.7M
_ramadan-special-124-surah-al-kahf-124-heart-touching-soft-voice-recitation-124-zikrullah-tv.webp "Zikrullah TV")
⏲ 1 hour 32 minutes 52 seconds 👁 47.5K
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