TWO ELASTIC-PLASTIC SOIL MODELS FOR NUMERICAL ANALYSIS

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概要

• 論文の詳細を見る

• This paper discusses two elastic-plastic soil models--an elastic-perfectly plastic model (extended von Mises model or Drucker-Prager model) and an elastic-plastic strain hardening model (Cambridge model). Both theories incorporate a yield surface or loading surface, which is dependent on the mean normal stress, and on the normality of the deformation rate vector to these surfaces. Analytical forms of stress-strain relationships for these soil models are stated in incremental form, suitable for use in numerical analysis.

• 社団法人地盤工学会の論文
• 1976-06-15

著者

• Chen W.f.

  Civil Engineering Fritz Engineering Laboratory Lehigh University

• Davidson H.l.

  Gai Consultants Inc.

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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