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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 \")
_miho-ichiki-124-yuuri-himeno-124-anna-okina-124-azumi-nakama-mihoichiki-yuurihimeno-adultactress.webp "Ariska Findiana")
⏲ 43 seconds 👁 87
_top-retired-jav-instagram-twitter-accounts-part-2.webp "Channel JAPAN")
_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 \")
_p0rnhub39s-most-popular-av-idol-yuuri-himeno-top-rated-jav-124-anna-okina-miho-ichiki.webp "CJ Media YT")
⏲ 2 minutes 31 seconds 👁 13.3K
_azumi-trailer-hd-2003.webp "Filmviewed")
_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 \")
_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 \")
_ce-mste-practice-problem-3-applied-mathematics-surveying-transportation-and-construction.webp "Find the expected production in loose cubic meter (LCM) per hour of a 2.3 cu. m. hydraulic shovel equipped with a front dump bucket. The material is common earth with a bucket fill factorof 1.0 .The average angle of swing is 75 degrees, and job efficiency is 0.80<br/>-<br/>paki pindot po sa \")
⏲ 3:17 👁 10K
_ce-board-mste-problem-5-engineering-mathematics-ce-nov-2023.webp "CE NOV 2023 - Find the expected production in loose cu.m (LCM) per hour of a small hydraulic excavator. Heaped bucket capacity is 0.57 m .The material is sand and gravel with a bucket fill factor of 0.95 .Job efficiency is 50min/hr .Average depth of cut is 4.3 m. max. depth of cut is 6.1 m and average swing is 90<br/><br/>Hint: Production = C * S * V * B * E<br/><br/>Cycle output = 250 cycles per 60 min<br/>Swing depth factor = 1.0<br/>-<br/>CE Board MSTE Problem 5 (Mathematics, Surveying, Transportation, and Construction) - CE Nov 2023<br/>-<br/>paki pindot po sa \")
_ce-mste-practice-problem-4-applied-mathematics-surveying-transportation-and-construction.webp "Determine the expected dragline production in loose cubic meter (LCM) per hour based on the following information<br/>Dragline size = 1.5 cu.m<br/>Swing angle = 120 deg<br/>average depth of cut = 2.4 m<br/>Material = common earth<br/>Job Efficiency = 50min/hr <br/>Soil swell = 25%<br/>-<br/>paki pindot po sa \")
⏲ 3:25 👁 10K
_ce-board-hge-problem-25-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "Civil Engineering Licensure Board Exam Problems and Solutions. <br/><br/>Evaluate the plastic settlement, in meter(s), on a layer of plastic clay due to an increase of pressure caused by loads above it under the following conditions:<br/>initial intergranular pressure = 200 kPa<br/>increase in intergranular pressure = 120 kPa<br/>thickness of the clay layer = 8 m.<br/>coefficient of consolidation = 0.315<br/>void ratio of the clay = 1.132<br/>-<br/>paki pindot po sa \")
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