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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 \
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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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On March 10, Trinamool Congress (TMC) revealed its candidates for all the 42 Lok Sabha seats in West Bengal. CM Mamata Banerjee led TMC has introduced six political newcomers. Former cricketer Yusuf Pathan and Padma Shri recipient Kalipada Soren will make their political debut in the Lok Sabha polls this year. The other new faces are actor Rachana Banerjee, psychiatrist Sharmila Sarkar, Oxford University’s PhD scholar Shahnawaz Ali Raihan, and former IPS officer Prasun Banerjee. Pathan is expected to contest against five-term MP and Bengal Pradesh Congress president Adhir Ranjan Chowdhury. While the Congress has still not announced its candidates, Chowdhury is expected to seek re-election from Berhampore. Watch the video to know more.<br/>
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What is the Coefficient of Passive Resistance when the angle of internal friction is equal to 33 degrees ?<br/>-<br/>paki pindot po sa \
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During an unconsolidated undrained test conducted on a soil sample. The principal stress at failure was 114 kPa. Compute the Undrained Cohesion for the unconfined compression test.<br/>-<br/>paki pindot po sa \
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For an increase of 12 kPa in the normal stress of a soil, the shear strength increased by 8 kPa. Estimate the probable angle of friction of the soil , in accordance with this criterion.<br/>-<br/>paki pindot po sa \
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A Tri-axial shear test was performed on a well-drained sand sample. The normal stress on the failure plane and the shearing stress on the failure plane were determined to be 50 kPa and 30 kPa, respectively.<br/>a. Determine the angle of internal friction of the sand<br/>b. Determine the angle, in degrees, of the failure plane with respect to the horizontal plane<br/>c. Determine the axial stress applied to the specimen<br/>-<br/>HPGE CE Board Problem 31 (Hydraulics and Geotechnical Engineering) - CE Nov 2023<br/>-<br/>paki pindot po sa \
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CE APRIL 2023 - The machine has an owning and operating cost of $40.5 per hour. Operator in the area where the proposed work will be performed are paid a wage of $15.5 per hour. What is the unit cost for pushing the material?<br/><br/>-<br/>paki pindot po sa \
⏲ 1:45 👁 10K
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 \
⏲ 2:22 👁 10K
What is the friction angle of the soil when the coefficient of passive resistance is 5 ?<br/>-<br/>paki pindot po sa \
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