Originally, Rankine’s theory of lateral earth pressure can be applied to only _______
Based on the assumptions of Rankine’s theory, the soil mass is __________
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The factor that is responsible for inclination of resultant pressure to the retaining wall is __________
The earth pressure at rest exerted on a retaining structure can be calculated using __________
Rankine’s theory of lateral pressure was extended to other soil by __________
Which of the following cases for cohesion less backfill in Rankine’s theory is considered?
If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is __________
The value of K0(coefficient of earth pressure at rest) for loose sand 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°?