Random analysis of bearing capacity of square footing using the LAS procedure
Kawa Marek, Puła Wojciech, Suska Michał
Studia Geotechnica et Mechanica · 2016
doi:10.1515/sgem-2016-0021 (opens in a new tab)
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Abstract
In the present paper, a three-dimensional problem of bearing capacity of square footing on random soil medium is analyzed. The random fields of strength parameters c and φ are generated using LAS procedure (Local Average Subdivision, Fenton and Vanmarcke 1990). The procedure used is re-implemented by the authors in Mathematica environment in order to combine it with commercial program. Since the procedure is still tested the random filed has been assumed as one-dimensional: the strength properties of soil are random in vertical direction only.
Abstract licence: CC BY
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