RELATION BETWEEN SHAPE FACTORS FOR N_c AND N_q IN BEARING CAPACITY FORMULA

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概要

• 論文の詳細を見る

• The purpose of this paper is to prove rigorously the known relation between shape factors for cohesion and surcharge by the method of limit analysis under the assumption that soil is rigid, perfectly plastic. Relation between bearing capacity factors for cohesion and surcharge determined in the general stress state, i.e., in three-dimensional state, is derived by examining the nature of complete solution in limit analysis. On the basis of the derived relation, the known relation between the two shape factors of bearing capacity is proved rigorously.

• 社団法人地盤工学会の論文

著者

• Nagaoka Hiroaki

  Kyoto University

• YOKOO YOSHITSURA

  Kyoto University

• YAMAGATA KUNIO

  Kansai 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

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