ON SLIP SURFACE AND SLOPE STABILITY ANALYSIS

スポンサーリンク

概要

• 論文の詳細を見る

• The method of variational calculus is applied to obtain the shape of slip surface and the corresponding normal stress distribution. For a horizontal slope of uniform soil, a logarithmic spiral surface of angle ψ is found to be the most critical surface. This contradicts the report made earlier by Spencer (1969). The results also emphasize the correctness of the log-spiral failure mechanism assumed in the upper bound method of limit analysis.

• 社団法人地盤工学会の論文
• 1975-09-15

著者

• Chen W.f.

  Fritz Engineering Laboratory Lehigh University

• SNITBHAN N.

  Widener College

関連論文

• ON SLIP SURFACE AND SLOPE STABILITY ANALYSIS

スポンサーリンク