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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 \
⏲ 2:52 👁 20K
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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 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&#3 .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 \
⏲ 2:41 👁 10K
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
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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 \
⏲ 2:16 👁 20K
What is the Coefficient of Passive Resistance when the angle of internal friction is equal to 33 degrees ?<br/>-<br/>paki pindot po sa \
⏲ 1:9 👁 15K
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 \
⏲ 1:16 👁 15K
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 \
⏲ 1:23 👁 15K
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 \
⏲ 3:37 👁 10K
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
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