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.
a. Evaluate the void ratio of the soil mass.
b. Evaluate the porosity of the soil mass in percent.
c. Evaluate the degree of saturation of the soil mass in percent.
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Reference:
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a. Evaluate the void ratio of the soil mass.
b. Evaluate the porosity of the soil mass in percent.
c. Evaluate the degree of saturation of the soil mass in percent.
-
kung nagustuhan po ninyo ang video,
or if nakatulong sa inyo itong video na toh..
paki pindutin lang po ang "LIKE" button
and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"
Maraming salamat po sa inyo mga Engineers and Future Engineers.
mabuhay po kayong lahat.
-
FB Page - https://www.facebook.com/MrComputerCiviLEngineer
Tiktok - https://www.tiktok.com/@SolUsmanJr
-
Credit:
Soundtrack:
Ace Attorney Dual Destinies - Apollo Justice (I'm fine)
Ace Attorney Spirit of Justice (Credit Theme)
Avatar:
SuperME Cartoon Avatar Maker (mobile app)
Reference:
"Licensure Exams for Civil Engineering" by BESAVILLA
"CE Reference for Licensure Examination" by GILLESANIA
-
#civilengineeringlicensureexam
#solusmanjr
#ceboardexam
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