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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 = 0.49 = 0 Computer Assignment CIVE 416: Geotechnical Engineering Winter, 2009...
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This note was uploaded on 04/19/2011 for the course CIVE 416 taught by Professor Meguid during the Winter '10 term at McGill.
 Winter '10
 Meguid
 Geotechnical Engineering

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