Which of the following cases for cohesion less backfill in Rankine’s theory is considered?

Related MCQs

• 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°?
• What will be the co-efficient of passive earth pressure, at a depth of 8m in cohesion less soil sand with an angle of internal friction of 30° when the water rises to the ground level?
• The wedge-shaped portion of the backfill tending to move with the wall is called
• The lateral pressure for cohesive backfill with surcharge q is                        
• To impart cohesion,              is used.
• The effect of cohesion in the soil is to
• Explanation: The use of reaction truss is more popular now-a-days since this is simple, quick and less clumsy.
• Earth pressure for retaining walls, of less than 6m are obtained by                                
• Which of the following is a basic assumption of the wedge theory?
• The total settlement of a footing in clay is considered to be consisting of                         components.