CE Board HGE Problem 25 (Hydraulics and Geotechnical Engineering) - CE Nov 2023 from fsiblog brand new paki college Watch Video

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✓ Published: 11-Mar-2024
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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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Civil Engineering Licensure Board Exam Problems and Solutions. &#60;br/&#62;&#60;br/&#62;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:&#60;br/&#62;initial intergranular pressure = 200 kPa&#60;br/&#62;increase in intergranular pressure = 120 kPa&#60;br/&#62;thickness of the clay layer = 8 m.&#60;br/&#62;coefficient of consolidation = 0.315&#60;br/&#62;void ratio of the clay = 1.132&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:&#60;br/&#62;Chamber confining pressure = 250 kPa&#60;br/&#62;Deviator stress at failure = 350 kPa&#60;br/&#62;a. Evaluate the angle of friction of the soil sample&#60;br/&#62;b. Evaluate the shear stress on the failure plane&#60;br/&#62;c. Evaluate the normal stress on the plane of maximum shear&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:&#60;br/&#62;Chamber confining pressure = 250 kPa&#60;br/&#62;Deviator stress at failure = 350 kPa&#60;br/&#62;a. Evaluate the angle of friction of the soil sample&#60;br/&#62;b. Evaluate the shear stress on the failure plane&#60;br/&#62;c. Evaluate the normal stress on the plane of maximum shear&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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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.&#60;br/&#62;a. Determine the angle of internal friction of the sand&#60;br/&#62;b. Determine the angle, in degrees, of the failure plane with respect to the horizontal plane&#60;br/&#62;c. Determine the axial stress applied to the specimen&#60;br/&#62;-&#60;br/&#62;HPGE CE Board Problem 31 (Hydraulics and Geotechnical Engineering) - CE Nov 2023&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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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 &#60;br/&#62;a. evaluate the total vertical pressure at mid-height of the clay layer&#60;br/&#62;b. evaluate the pore water pressure at mid-height of the clay layer&#60;br/&#62;c. obtain the intergranular stress or effective stress at mid-height of the clay&#60;br/&#62;-&#60;br/&#62;CE Board HGE Problem 27 (Hydraulics and Geotechnical Engineering) - CE Nov 2023&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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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 &#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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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.&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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What is the friction angle of the soil when the coefficient of passive resistance is 5 ?&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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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.&#60;br/&#62;a. Evaluate the effective pressure, in kPa, before lowering of the water table&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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