STABILITY ANALYSIS OF VERTICAL CUT WITH VARIABLE CORNER ANGLE

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概要

• 論文の詳細を見る

• The stability of a vertical cut with a variable corner angle is analyzed by use of the upper bound theorem of the generalized theory of perfect plasticity. A three-dimensional collapse mechanism, symmetric in the vertical plane bisecting the corner opening, is assumed. Quantitative results are presented graphically and the physical meaning and general implication of these results are discuseed. Included in this generalized approach is the special case where the corner angle is equal to 180 degrees, for which a solution exists.

• 社団法人地盤工学会の論文
• 1975-06-15

著者

• Giger Max

  Department Of Civil Engineering Illinois Institute Of Technology

• KRIZEK RAYMOND

  Department of Civil Engineering, The Technological Institute, North western University

• Krizek Raymond

  Department Of Civil Engineering The Technological Institute North Western University

関連論文

• STABILITY ANALYSIS OF VERTICAL CUT WITH VARIABLE CORNER ANGLE
• LOAD-DEFLECTION RESPONSE OF LAYERED FLEXIBLE PAVEMENT SECTIONS UNDER RIGID BEARING PLATES

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