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 zakochani po uszy Watch Video

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⏲ Duration: 2:55
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✓ 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!

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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!
⏲ 2:55 👁 10K
A man who thought he could get away with killing his friend and disposing of parts of his body in ponds across Harlow has been found guilty of murder.<br/><br/>Following a four-week trial, a jury at Chelmsford Crown Courtunanimously found 56-year-old Lee Clarke guilty of murdering Phillip Lewis. <br/><br/>The detective who headed the murder inquiry said that “coward” Clarke has refused to say why he killed Phil – or where he disposed of the rest of Phil’s body, only adding to the suffering inflicted on the family.<br/><br/>See the full story: https://www.bishopsstortfordindependent.co.uk/news/harlow-man-guilty-of-murdering-and-disposing-of-friend-in-po-9356402/
⏲ 2:45 👁 8.7M
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 \
⏲ 4:57 👁 15K
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
The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br/>Chamber confining pressure = 250 kPa<br/>Deviator stress at failure = 350 kPa<br/>a. Evaluate the angle of friction of the soil sample<br/>b. Evaluate the shear stress on the failure plane<br/>c. Evaluate the normal stress on the plane of maximum shear<br/>-<br/>paki pindot po sa \
⏲ 4:57 👁 5K
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 \
⏲ 3:53 👁 20K
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 \
⏲ 4:36 👁 15K
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/>b. Evaluate the effective pressure, in kPa, after lowering of the water table<br/>-<br/>paki pindot po sa \
⏲ 3:54 👁 5K
A soil sample has a mass of 1830 g taken from the field having a volume of 1x10&#(-3)m&#3 .<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 \
⏲ 3:35 👁 20K

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