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_ce-board-hge-problem-37-hydraulics-and-geotechnical-engineering-ce-may-2017.webp "In accordance with Rankine's theory for lateral active earth pressure on a retaining wall, with horizontal backfill. What angle of internal friction, in degrees, results in a coefficient of lateral earth pressure equal to 0.50 ?<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-35-hydraulics-and-geotechnical-engineering-ce-may-2022.webp "What is the friction angle of the soil when the coefficient of passive resistance is 5 ?<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-29-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br/>Chamber confining pressure = 250 kPa<br/>Deviator stress at failure = 350 kPa<br/>a. Evaluate the angle of friction of the soil sample<br/>b. Evaluate the shear stress on the failure plane<br/>c. Evaluate the normal stress on the plane of maximum shear<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-28-hydraulics-and-geotechnical-engineering-ce-nov-2022.webp "The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br/>Chamber confining pressure = 250 kPa<br/>Deviator stress at failure = 350 kPa<br/>a. Evaluate the angle of friction of the soil sample<br/>b. Evaluate the shear stress on the failure plane<br/>c. Evaluate the normal stress on the plane of maximum shear<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 \")
⏲ 2:49 👁 5K
_ce-mste-practice-problem-2-applied-mathematics-surveying-transportation-and-construction.webp "Estimate the actual Bucket Load, in bank cubic meters (BCM), for a loader bucket whose heaped capacity is 3.82 mThe soil’s bucket fill factor is 0.9 and its loader factor is 0.8<br/>-<br/>paki pindot po sa \")
⏲ 1:39 👁 5K
_ce-board-mste-problem-3-engineering-mathematics-ce-nov-2022.webp "CE NOV 2022 - A wheel tractor scraper weighing 91 Tons is being operated on a haul road with tire penetration of 5 cm. What is the Total Resistance, in kg, and Effective Grade when the scraper is descending a slope of 5% ?<br/><br/>-<br/>paki pindot po sa \")
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