_mr-po-po-is-a-hindu-deity-not-a-racist-figure-i-have-forever-beef-with-political-negroes-and-political-figures-leave-b.jpg "Mr. Po Po Is A Hindu Deity; Not A Racist Figure (I have forever beef with political negroes and political figures; leave blerds and comics alone) from janda po Video Screenshot Preview")
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⏲ Duration: 2:55
👁 View: 10K times
✓ Published: 09-Mar-2024
👁 View: 10K times
✓ Published: 09-Mar-2024
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I'm putting out a reward; billions of dollars given, to the person who eliminates political negroes and political figures, who throw toxic politics in my genre like Buster Keaton! Time to end ignorant politicians! Dox these people and run up in their comfort zone; jump them in-person! Jump also anyone who disrespect Blerds too; no more blerd disrespect!
I'm putting out a reward; billions of dollars given, to the person who eliminates political negroes and political figures, who throw toxic politics in my genre like Buster Keaton! Time to end ignorant politicians! Dox these people and run up in their comfort zone; jump them in-person! Jump also anyone who disrespect Blerds too; no more blerd disrespect!
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_mr-po-po-is-a-hindu-deity-not-a-racist-figure-i-have-forever-beef-with-political-negroes-and-political-figures-leave-b.webp "I'm putting out a reward; billions of dollars given, to the person who eliminates political negroes and political figures, who throw toxic politics in my genre like Buster Keaton! Time to end ignorant politicians! Dox these people and run up in their comfort zone; jump them in-person! Jump also anyone who disrespect Blerds too; no more blerd disrespect!")
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_ce-board-hge-problem-28-hydraulics-and-geotechnical-engineering-ce-nov-2023.webp "in a Tri-axial test of cohesionless soil, the soil cylinder was subjected to a liquid pressure of 16 kPa inside the chamber. It was observed that failure of the sample in shear occurred when the axial compressive stress reached 40 kPa. The angle of internal friction in degrees is nearest to<br/>-<br/>CE Board HGE Problem 29 (Hydraulics and Geotechnical Engineering) - CE Nov 2023<br/>-<br/>paki pindot po sa \")
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_ce-board-hge-problem-26-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "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, and the clay is 20kN/m <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 \")
_ce-board-hge-problem-27-1-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "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/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . 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 \")
_ce-board-hge-problem-27-2-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "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/mfor which its dry unit weight is 18.2kN/m. the saturated unit weight of the clay is 18.8kN/m . 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/>b. Evaluate the effective pressure, in kPa, after lowering of the water table<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-23-hydraulics-and-geotechnical-engineering-ce-nov-2013.webp "A soil sample has a mass of 1830 g taken from the field having a volume of 1x10&#(-3)m .<br/>It has a specific gravity of 2.60 and a water content of 10 %. Values of e_max=0.62 and e_min=0.43<br/><br/>a. compute the dry density weight <br/>b. compute the void ratio <br/>c. compute the relative density<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-22-hydraulics-and-geotechnical-engineering-ce-may-2014.webp "Thetotal density of a sand in an embankment was found to be 1900kg/mand <br/>the field water content was 11.5 %. In the laboratory, the density of solids was found to be 2660kg/mand the maximum and minimum void ratio are 0.62 and 0.44 respectively.<br/><br/>a. What is the dry density of the sand ?<br/>b. What is the void ratio of the sand ? <br/>c. calculate the relative density of the sand in the field. <br/>-<br/>Thetotal density of a sand in an embankment was found to be 1900kg/mand the field water content was 12 %. In the laboratory, the density of solids was found to be 2660kg/mand the maximum and minimum void of ratio are 0.63 and 0.44 respectively.<br/><br/>a. What is the dry density of the sand ? <br/>b. What is the void ratio of the sand ?<br/>c. calculate the relative density of the sand in the field. <br/>-<br/>paki pindot po sa \")
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