A clay layer 5 m. thick rests beneath a deposit of submerged sand 8 m. thick. The top of the sand is located 3 m. below the surface of a body of water. The saturated unit weight of the sand is 25 kN/m^3 , and the clay is 20 kN/m^3 <br />a. evaluate the total vertical pressure at mid-height of the clay layer<br />b. evaluate the pore water pressure at mid-height of the clay layer<br />c. obtain the intergranular stress or effective stress at mid-height of the clay<br />-<br />CE Board HGE Problem 27 (Hydraulics and Geotechnical Engineering) - CE Nov 2023<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
