Problem 7: A foundation measuring 1.2 m * 2.4 m in plan is constructed in a saturated clay. Given: depth of embedment of the foundation=2 m, unit weight of soil = 18 kN/m3, and undrained cohesion of clay = 84 kN/m2. Estimate the ultimate uplift capacity of the foundation.

Problem 7: A foundation measuring 1.2 m * 2.4 m in plan is constructed in a saturated clay. Given: depth of embedment of the foundation=2 m, unit weight of soil = 18 kN/m3, and undrained cohesion of clay = 84 kN/m2. Estimate the ultimate uplift capacity of the foundation.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases

Section: Chapter Questions

Problem 5.6P

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Problem 7:
A foundation measuring 1.2 m * 2.4 m in plan is constructed in a saturated clay. Given: depth of
embedment of the foundation = 2 m, unit weight of soil = 18 kN/m3, and undrained cohesion of
clay = 84 kN/m2. Estimate the ultimate uplift capacity of the foundation.

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