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

To have zero active pressure intensity at the tip of a wall in cohesiv

1.	To have zero active pressure intensity at the tip of a wall in cohesive soil, one should apply a uniform surcharge intensity of
A.	2c tan Œ±
B.	2c cot Œ±
C.	- 2c cot Œ±
D.	- 2c tan Œ±
Answer» C. - 2c cot Œ±

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

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