wall to a depth Zo in cohesive soils, then the total net pressure is zero for a depth of

Related MCQs

• In cohesive soil, the pressure distribution beneath the footing is                        
• The lateral pressure for cohesive backfill with surcharge q is                        
• For an inclined back and surcharge, if P1, is horizontal pressure and W is weight of soil wedge, then the total pressure is given by
• If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is                      
• For purely cohesive soil, the bearing capacity is given by which of the following equation?
• For purely cohesive soil, local shear failure may be assumed to occur when the soil is
• For pile in cohesive soil                      is neglected for individual pile action.
• The factor that is responsible for inclination of resultant pressure to the retaining wall is                      
• What will be the coefficient of earth pressure at rest for a rigid retaining wall, If the backfill consists of cohesion less soil having φ = 26°?
• The type of boring method that can be used for both rock and soils are