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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 (A)2c tan a (B) 2c cot a (C) - 2c tan a (D) - 2c cot a

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 a (B) 2c cot a (C) - 2c tan a (D) - 2c cot a

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.1P
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To have zero active pressure intensity at the tip of a wall in cohesive soil, one should apply a intensity of uniform surcharge (A)2c tan a (B) 2c cot a (C) - 2c tan a (D) - 2c cot a
Transcribed Image Text:To have zero active pressure intensity at the tip of a wall in cohesive soil, one should apply a intensity of uniform surcharge (A)2c tan a (B) 2c cot a (C) - 2c tan a (D) - 2c cot a
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