Unformatted text preview: then solve it manually using any theoretical method. Compare your results. Provide a print of both the stress contours and the numerical results in tabular form. Left: footing position in elevation view with respect to the bedrock; right: detail of footing pad. 8 m Axis of symmetry Footing 40 m Bedrock E = 1 MPa ν = 0.49 φ = 0° Computer Assignment CIVE 416: Geotechnical Engineering Winter, 2009...
View Full Document
- Winter '10
- Geotechnical Engineering, 0°, 8 m, Bedrock Footing Axis