The result of a consolidated drained tri-axial soil test conducted on a consolidated clay are as follows:<br />Chamber confining pressure = 250 kPa<br />Deviator stress at failure = 350 kPa<br />a. Evaluate the angle of friction of the soil sample<br />b. Evaluate the shear stress on the failure plane<br />c. Evaluate the normal stress on the plane of maximum shear<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
