The retaining wall moves _______ during the active state of plastic equilibrium.a)away from the fillb)does not change its positionc)remains in equilibriumd)towards the fillCorrect answer is option 'A'. Can you explain this answer?

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The retaining wall moves _______ during the active state of plastic equilibrium.

a)
away from the fill
b)
does not change its position
c)
remains in equilibrium
d)
towards the fill

Correct answer is option 'A'. Can you explain this answer?

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The retaining wall moves _______ during the active state of plastic eq...

Active earth pressure

Soil exerts a push against the retaining wall by virtue of its tendency to slip laterally and seek its natural slope or angle of repose. Thus making the wall move slightly away from the backfilled soil mass. This kind of pressure is known as "active earth pressure".
The portion of the backfill which moves along with the wall is termed a failure wedge.
The movement of the wedge is being resisted by the shear strength of the soil which develops over the rupture surface upward direction that causes the decrease of pressure acting on the wall.
This decreases in pressure with the movement of the wall takes place up to an extent when the entire shear strength of the soil is being mobilized and the pressure acting on the wall becomes minimum and is referred to as active pressure.
For active state strain (ΔH/H) is 0.2% for dense soils & 0.5% for loose soils.

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The retaining wall moves _______ during the active state of plastic equilibrium.a)away from the fillb)does not change its positionc)remains in equilibriumd)towards the fillCorrect answer is option 'A'. Can you explain this answer?

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