ON THE LIMIT ANALYSIS OF STABILITY OF SLOPES

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概要

• 論文の詳細を見る

• The upper bound theorem of the generalized theory of perfect plasticity is applied to obtain complete numerical solutions for the critical height of an embankment. A rotational discontinuity mechanism (logarithmic spiral) is assumed in the analysis. The analysis includes the existing solutions as a special case, so that it may be considered a generalization of previous solutions.

• 社団法人地盤工学会の論文

著者

• Giger M.w.

  Civil Engineering Research Assistant And Director Of Geotechnical Engineering Division Respectively

• CHEN W.F.

  Civil Engineering, Research Assistant and Director of Geotechnical Engineering Division, respectivel

• FANG H.Y.

  Civil Engineering, Research Assistant and Director of Geotechnical Engineering Division, respectivel

• Fang H.y.

  Civil Engineering Research Assistant And Director Of Geotechnical Engineering Division Respectively

• Chen W.f.

  Civil Engineering Fritz Engineering Laboratory Lehigh University

• Chen W.f.

  Civil Engineering Research Assistant And Director Of Geotechnical Engineering Division Respectively

関連論文

• ON THE LIMIT ANALYSIS OF STABILITY OF SLOPES
• LIMIT ANALYSIS SOLUTIONS OF EARTH PRESSURE PROBLEMS
• TWO ELASTIC-PLASTIC SOIL MODELS FOR NUMERICAL ANALYSIS

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