The active lateral pressure of intact saturated clays is calculated by assuming

Related MCQs

• If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is                      
• Originally, Rankine’s theory of lateral earth pressure can be applied to only                
• Rankine’s theory of lateral pressure was extended to other soil by                      
• The lateral pressure for cohesive backfill with surcharge q is                        
• The earth pressure at rest exerted on a retaining structure can be calculated using
• Explanation: The earth pressure at rest, exerted on the back of the rigid, unyielding retaining structure, can be calculated using theory of elasticity.
• The forces acting on the trial wedge which is used for finding Rankine’s active earth pressure 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
• footing can be calculated.
•                        in the reinforced concrete footing can be calculated.