A rectangular footing foundation with dimensions of 1.5 m x 1.5 m is located at a depth of Df = 0.5 m from the ground surface. The working loads are column loads (vertical loads) and sloof loads (horizontal loads) of 800 kN and 200 kN, respectively. From laboratory tests, the soil parameters around the foundation were obtained o°= 29, c = 20 kPa and Yb = 18 kN/m3 . When the safe factor is 3 and the groundwater level is very deep. a. What is the bearing capacity according to Meyerhof's theory. b. Determine whether the foundation is safe against bearing capacity failure.
A rectangular footing foundation with dimensions of 1.5 m x 1.5 m is located at a depth of Df = 0.5 m from the ground surface. The working loads are column loads (vertical loads) and sloof loads (horizontal loads) of 800 kN and 200 kN, respectively. From laboratory tests, the soil parameters around the foundation were obtained o°= 29, c = 20 kPa and Yb = 18 kN/m3 . When the safe factor is 3 and the groundwater level is very deep. a. What is the bearing capacity according to Meyerhof's theory. b. Determine whether the foundation is safe against bearing capacity failure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A rectangular footing foundation with dimensions of 1.5 m x 1.5 m is located at a depth of Df
= 0.5 m from the ground surface. The working loads are column loads (vertical loads) and
sloof loads (horizontal loads) of 800 kN and 200 kN, respectively. From laboratory tests, the
soil parameters around the foundation were obtained 6°= 29, c = 20 kPa and yb = 18 kN/m3
When the safe factor is 3 and the groundwater level is very deep.
a. What is the bearing capacity according to Meyerhof's theory.
b. Determine whether the foundation is safe against bearing capacity failure.
800 kN
200 kN
0,5 m
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