The dam shown has a base of which 2 m. below the ground surface. The pressure distribution diagram at the base of the dam can be obtained from the equipotential lines as follows: P! +15 mt K = 4.5 m/day. If H = 8 m, Compute the uplift force per unit length. Select the correct response: 809.3 kN/m 882.9 kN/m 829.7 kN/m 735.8 kN/m

The dam shown has a base of which 2 m. below the ground surface. The pressure distribution diagram at the base of the dam can be obtained from the equipotential lines as follows: P! +15 mt K = 4.5 m/day. If H = 8 m, Compute the uplift force per unit length. Select the correct response: 809.3 kN/m 882.9 kN/m 829.7 kN/m 735.8 kN/m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter13: Retaining Walls

Section: Chapter Questions

Problem 13.6P

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