In the design of footings on sand, if the angle of internal friction is equal to 36?, the bearing capacity factors for

Related MCQs

• The dry sand specimen is put through a triaxial test. The cell pressure is 50 kPa and the deviator stress at failure is 100 kPa. The angle of internal friction for the sand specimen is
• The angle of shearing resistance for dry loose sand is same as that of angle of internal friction.
• The angle of internal friction of round grained loose sand is about
• The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30?, is
• The angle of internal friction of round grained dense sand is about
• In case of footings in sand, if the soil pressure distribution is triangular, the maximum soil pressure is
• The unit bearing capacity of footing in sand
• The angle of internal friction
• For a sandy soil, the angle of internal friction is 30?. If the major principal stress is 50 kN/m2 at failure, the corresponding minor principal stress will be
• According to I.S. code, the total settlement of isolated footings for cohesive soil should be