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  1. To have zero active pressure intensity at the tip of a wall in cohesive soil, one should apply a uniform surcharge intensity of

  2. A.
    2c tan α
    B.
    2c cot α
    C.
    - 2c cot α
    D.
    - 2c tan α

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    Answer : Option A

    Explanation :

    No answer description available for this question. Let us discuss.


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