A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y = 19.5 kN/m', c' = 0, and o' = 34°. Determine the maximum wall load that the foundation can carry, with a factor of safety of 3.0, using a. Terzaghi's original bearing capacity equation with his bearing capacity factors, and b. Meyerhof's general bearing capacity equation with shape, depth, and inclination factors from Table 6.3.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter6: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 6.8P: A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: γ =...
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A 2.0 m wide strip foundation is placed in sand at 1.0 m
depth. The properties of the sand are: y = 19.5 kN/m', c' = 0,
and o' = 34°. Determine the maximum wall load that the
foundation can carry, with a factor of safety of 3.0, using
a. Terzaghi's original bearing capacity equation with his
bearing capacity factors, and
b. Meyerhof's general bearing capacity equation with
shape, depth, and inclination factors from Table 6.3.
Transcribed Image Text:A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y = 19.5 kN/m', c' = 0, and o' = 34°. Determine the maximum wall load that the foundation can carry, with a factor of safety of 3.0, using a. Terzaghi's original bearing capacity equation with his bearing capacity factors, and b. Meyerhof's general bearing capacity equation with shape, depth, and inclination factors from Table 6.3.
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