Deformation characteristics of sand subjected to drained cyclic loading

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概要

• 論文の詳細を見る

• The aim of the present study is to investigate the deformation characteristics of sand subjected to drained cyclic loading. The following major conclusions have been obtained: (1) The stress-dilatancy relationship is recognized to have no effect of the confining pressure in spite of the number of cycles. (2) Although the volumetric strain accumulated for first loading decreases with the increasing over consolidation ratio (OCR), the influence seems to be disappeared with the increasing number of cycles. (3) The anisotropically consolidated sample occurs the volumetric strain larger than the isotropically consolidated one, especially during first unloading.

• 山口大学の論文

著者

• Murata Hidekazu

  Department Of Civil Engineering

• YASUFUKU Noriyuki

  Department of Civil Engineering

• HYODO Masayuki

  Department of Civil Engineering

• NAKATA Yukio

  Graduate student, Department of Civil Engineering

• NISHIKAWA Akihiro

  Graduate student, Department of Civil Engineering

• Nakata Yukio

  Graduate Student Department Of Civil Engineering

• Nishikawa Akihiro

  Graduate Student Department Of Civil Engineering

• Yasufuku N

  Kyushu Univ.

• Yasufuku Noriyuki

  Department Of Construction Engineering

• Yasufuku Noriyuki

  Department Of Civil And Structural Engineering Graduate School Of Engineering Kyushu University

• Murata H

  Department Of Civil Engineering

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