43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to carry a 200-tonne (220-ton) load. Find the stress level at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq, and Westergaard methods. Compare the answers obtained. Which would likely be used for checking the adequacy of the soil? Explain.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.2P: A 3 m 4 m footing, founded at 2 m depth in a clay, applies a net pressure of 200 kN/m2. The bed...
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43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to
carry a 200-tonne (220-ton) load. Find the stress level
at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq,
and Westergaard methods. Compare the answers
obtained. Which would likely be used for checking
the adequacy of the soil? Explain.
Transcribed Image Text:43. A footing 3 m x 3 m (10 ft x 10 ft) is designed to carry a 200-tonne (220-ton) load. Find the stress level at 0, 5, 10, 15, and 20 ft using the 2:1, Boussinesq, and Westergaard methods. Compare the answers obtained. Which would likely be used for checking the adequacy of the soil? Explain.
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