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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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