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✓ Published: 05-Mar-2024
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A sample of soil having a water content of 30 % has a mass specific gravity of 1.91. the specific gravity of the soil grains is obtained to be 2.69.<br/>a. Evaluate the void ratio of the soil mass.<br/>b. Evaluate the porosity of the soil mass in percent.<br/>c. Evaluate the degree of saturation of the soil mass in percent.<br/>-<br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \
A sample of soil having a water content of 30 % has a mass specific gravity of 1.91. the specific gravity of the soil grains is obtained to be 2.69.<br/>a. Evaluate the void ratio of the soil mass.<br/>b. Evaluate the porosity of the soil mass in percent.<br/>c. Evaluate the degree of saturation of the soil mass in percent.<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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_ce-board-hge-problem-2-hydraulics-and-geotechnical-engineering-ce-april-2023.webp "A sample of soil having a water content of 30 % has a mass specific gravity of 1.91. the specific gravity of the soil grains is obtained to be 2.69.<br/>a. Evaluate the void ratio of the soil mass.<br/>b. Evaluate the porosity of the soil mass in percent.<br/>c. Evaluate the degree of saturation of the soil mass in percent.<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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