Originally, Rankine’s theory of lateral earth pressure can be applied to only                

Related MCQs

• Rankine’s theory of lateral pressure was extended to other soil by                      
• If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is                      
• The earth pressure at rest exerted on a retaining structure can be calculated using
• 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 factor that is responsible for inclination of resultant pressure to the retaining wall is                      
• Calculate circumferential prestress of a cylindrical prestressed concrete water tank given that the thickness is 12mm, loss ratio is 0.75, the maximum stress under working pressure is 1n/mm2(Nd value is 720)?
• Calculate minimum wall thickness given a cylindrical prestressed water tank of internal diameter 30m over a depth of 7.5m and the permissible compressive stress at transfer is 13n/mm2 and the maximum compressive stress under working pressure is 1n/mm2 and the loss ratio is 0.75?
• Based on the assumptions of Rankine’s theory, the soil mass is                      
• Which of the following cases for cohesion less backfill in Rankine’s theory is considered?
• Determine the length of kennedy key required to transmit 1200N-m and allowable shear in the key is 40N/mm². The diameter of shaft and width of key can be taken as 40mm and 10mm respectively.