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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&#3, and the clay is 20kN/m&#3 <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 \
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CE NOV 2021 - Estimate the hourly production in loose volume (LCM) of a 2.68 m&#3 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 \
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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/m&#3for which its dry unit weight is 18.2kN/m&#3. the saturated unit weight of the clay is 18.8kN/m&#3 . 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 \
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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 \
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