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_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 \")
_ce-board-hge-problem-21-hydraulics-and-geotechnical-engineering-ce-nov-2012.webp "The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .<br/>The Moist Unit Weight of soil is 19.04kN/m <br/><br/>a. Specific Gravity<br/>b. Dry Unit Weight<br/>c. Water Content<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-20-hydraulics-and-geotechnical-engineering-ce-may-2016.webp "A soil has a dry unit weight of 15kN/mand a void ratio of 0.50<br/>a. Specific Gravity<br/>b. Saturated Unit Weight <br/>c. Hydraulic Gradient at critical condition<br/>-<br/>paki pindot po sa \")
_ce-board-hge-problem-19-hydraulics-and-geotechnical-engineering-ce-may-2012.webp "Carbon tetrachloride with a mass of 500 kg is placed in container with 0.315 m in volume.<br/>a. Weight<br/>b. Unit Weight<br/>c. Specific Gravity<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
_ce-board-hge-problem-17-hydraulics-and-geotechnical-engineering-ce-may-2013.webp "A sample of dry soil is uniformly mixed with 17 % by mass of water and compacted in a cylindrical mold. The volume of wet soil is 1x10&#(-3)m and its mass is 1.6 kg. If the specific gravity of soil particles is 2.70 and using unit weight of water is 9.81kN/m .<br/><br/>a. Find the nearest value to the dry unit weight of soil. <br/>b. find the nearest value to the void ratio <br/>c. what is the degree of saturation ?<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \")
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