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 "LIKE" button <br />and click SUBSCRIBE na rin po if hindi pa po kayo naka "SUBSCRIBE"<br /><br />Maraming salamat po sa inyo mga Engineers and Future Engineers.<br />mabuhay po kayong lahat.<br />-<br />FB Page - https://www.facebook.com/MrComputerCiviLEngineer<br />Tiktok - https://www.tiktok.com/@SolUsmanJr<br />-<br />Credit:<br /><br />Soundtrack:<br />Ace Attorney Dual Destinies - Apollo Justice (I'm fine)<br />Ace Attorney Spirit of Justice (Credit Theme)<br /><br />Avatar:<br />SuperME Cartoon Avatar Maker (mobile app)<br /><br />Reference:<br />"Licensure Exams for Civil Engineering" by BESAVILLA<br />"CE Reference for Licensure Examination" by GILLESANIA<br />-<br />#civilengineeringlicensureexam<br />#solusmanjr <br />#ceboardexam
