A soil has a dry unit weight of 15 kN/m^3 and 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 "LIKE" button mga Engr.<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
