Physico-chemical approach to the consolidation mechanism of soft clays

Hirokazu Akagi*

*この研究の対応する著者

研究成果: Article査読

11 被引用数 (Scopus)

抄録

This study attempts to (a) distinguish the primary and secondary phases of soft clays consolidation under incremental and continuous loading, (b) investigate the consolidation mechanisms of such clays under elevated temperature conditions. Quantitative chemical analysis were used to generate time-dependent variations of concentrations of Ca2+ and Na+ cations present in the pore fluid drained from clay samples. The greater increases in the concentrations of divalent Ca2+ cations observed during secondary and elevated temperatures demonstrated the progressive deformation of micro-pores. Regarded to be the main cause of aging 'effects' from elevated temperature consolidation was the acceleration of secondary clay compression.

本文言語English
ページ(範囲)43-50
ページ数8
ジャーナルSoils and Foundations
34
4
出版ステータスPublished - 1994 12月 1

ASJC Scopus subject areas

  • 土木構造工学
  • 地盤工学および土木地質学

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