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

View solution

Q. Rankine’s theory of lateral pressure was extended to other soil by __________

View solution

Q. Based on the assumptions of Rankine’s theory, the soil mass is __________

View solution

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

View solution

Q. The factor that is responsible for inclination of resultant pressure to the retaining wall is __________

View solution

Q. If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is __________

View solution

Q. The earth pressure at rest exerted on a retaining structure can be calculated using __________

View solution

Q. The value of K₀(coefficient of earth pressure at rest) for loose sand is __________

View solution

Q. The expression for K₀ as given by Jacky is ___________

View solution

Q. 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°?

View solution

Q. For a dry backfill with no surcharge, the active earth pressure intensity is _________

View solution

Q. The resultant active pressure per unit length of wall for dry backfill with no surcharge is _______

View solution

Q. The resultant active pressure per unit length of wall for dry backfill with no surcharge acting at _________ above the base of wall.

View solution

Q. For a submerged backfill, the active earth pressure is given by _________

View solution

Q. If free water stands on both side of a retaining wall, the lateral earth pressure is given by ____

View solution

Q. If the angle of internal friction decreases, then Kₐ ___________

View solution

Q. For the same value of φ, the backfill is partly submerged to height H₂ and the backfill is moist to a depth H₁. Find the lateral pressure intensity at the base of wall.

View solution

Q. For the different value of φ, the backfill is partly submerged to height H₂ and the backfill is moist to a depth H₁. Find the lateral pressure intensity at the base of wall for φ₁>φ₂.

View solution

Q. If the backfill carries a uniform surcharge q, then the lateral pressure at the depth of wall H is ____________

View solution

Q. The height of fill Zₑ, equivalent to uniform surcharge intensity is __________

View solution