ON THE OPTIMAL PROFILE OF A SLOPE

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概要

• 論文の詳細を見る

• The problem of determining the best profile for a c, φ soil slope is tackled, with reference to rigid rotational failure mechanisms. By means of limit analysis, upper bound values of collapse load are determined. A new mathematical function is derived to compute the external work made by the weight of a double spiral shaped soil region sliding away. It is found that a log spiral front is associated with a larger safety factor than a planar one. The obtained results may also explain the log-spiral shape of perimeter walls of some typical Japanese castles.

• 社団法人地盤工学会の論文
• 2007-08-00

著者

• Nova R.

  Structural Engineering Department Milan University Of Technology

• UTILI S.

  Civil Engineering Department, Strathclyde University

関連論文

• ON THE OPTIMAL PROFILE OF A SLOPE

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