FINITE ELEMENT METHOD APPLIED TO BIOT'S CONSOLIDATION THEORY

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概要

• 論文の詳細を見る

• A variational principle equivalent to the governing equations in Biot's consolidation theory is derived. On the basis of the variational principle, a numerical method effective to nonhomogeneous, anisotropic soil in one-, two-, or three-dimension is developed. Two examples are given to illustrate the validity and practicality of the method.

• 社団法人地盤工学会の論文

著者

• Nagaoka Hiroaki

  Kyoto University

• Nagaoka Hiroaki

  Architectural Engineering Kyoto University

• YOKOO YOSHITSURA

  Kyoto University

• YAMAGATA KUNIO

  Kansai University

• YOKOO YOSHITSURA

  Architectural Engineering, Kyoto University

• YAMAGATA KUNIO

  Architectural Engineering, Kansai University

• Yokoo Yoshitsura

  Architectural Engineering Kyoto University

関連論文

• BEARING CAPACITY OF A CONTINUOUS FOOTING SET IN TWO-LAYERED GROUND
• RELATION BETWEEN SHAPE FACTORS FOR N_c AND N_q IN BEARING CAPACITY FORMULA
• VARIATIONAL PRINCIPLES FOR CONSOLIDATION
• FINITE ELEMENT METHOD APPLIED TO BIOT'S CONSOLIDATION THEORY
• FINITE ELEMENT ANALYSIS OF CONSOLIDATION FOLLOWING UNDRAINED DEFORMATION

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