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RCC Sheet 41

  • 1) Question.

    If W is weight of a retaining wall and P is the horizontal earth pressure, the factor of safety against sliding

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  • 2) Question.

    To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eceentricity not more than

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  • 3) Question.

    If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight w per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

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  • 4) Question.

    The tal pressure on the vertical face of a retaining wall subjected to the loading given in previous quesation, acts

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  • 5) Question.

    If p1and p2 ae effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p and unit length of the wall, is

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  • 6) Question.

    Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

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  • 7) Question.

    The total pressure on the vertical face of a retaining wall of height h exerted by the retained earth weighing w per unit volume having an angle of surcharge αo , is

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  • 8) Question.

    Total pressure on the vertical face of a retaining wall of height h per unit run exerted by the retained earth weighing ω per unit volume, is

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  • 9) Question.

    If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing ω per unit volume and the angle of repose ϕ, the lateral intensity of pressure p2 is

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  • 10) Question.

    If p1 and p2 are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θo to the principal plane carrying the principal stress p1, is:

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  • 11) Question.

    The angle of internal friction of soil mass is the angle whose

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  • 12) Question.

    If H is the overall height of a retaining wall retaining a surcharge, the width of a base slab usually provided, is

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  • 13) Question.

    Cantilever retaining walls can safely be used for a height not more than

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  • 14) Question.

    If W is weight of a retaining wall and P is the horizontal earth pressure, the factor of safety against sliding, is

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  • 15) Question.

    To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

    Answer.
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  • 16) Question.

    If A is the area of the foundation of a retaining wall carrying a load W and retaining hearth of weight ω per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

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  • 17) Question.

    The total pressure on the vertical face of a retaining wall subjected to the loading given in previous question, acts

    Answer.
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  • 18) Question.

    If p1 and p2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

    Answer.
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    • Workspace
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  • 19) Question.

    Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

    Answer.
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  • 20) Question.

    The total pressure on the vertical face of a retaining wall of height h exerted by the retained earth weighing ω per unit volume having an angle of surcharge αo, is:

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