A circular (0.8 m diameter) footing with q = 50 kN/m² is placed on the ground surface. Compute and plot the distribution of the vertical stress increment under the center of the footing down to the depth z = 10 m. 8.8

Structural Analysis
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Chapter2: Loads On Structures
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CEN-333 Geotechnical

A circular (0.8 m diameter) footing with q = 50 kN/m² is placed on the
ground surface. Compute and plot the distribution of the vertical stress
increment under the center of the footing down to the depth z = 10 m.
8.8
Transcribed Image Text:A circular (0.8 m diameter) footing with q = 50 kN/m² is placed on the ground surface. Compute and plot the distribution of the vertical stress increment under the center of the footing down to the depth z = 10 m. 8.8
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