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