Monotonic and cyclic undrained shear behaviour of volcanic soil `Shirasu'

Takumi Okabayashi, Masayuki Hyodo, Noriyuki Yasufuku, Hidekazu Murata

研究成果: Contribution to journalArticle査読

5 被引用数 (Scopus)

抄録

A series of undrained cyclic and monotonic triaxial tests has been performed on a volcanic soil `Shirasu' which has crushable particles. Testing was performed on loose and dense specimens and the results were compared with those of Toyoura sand. As a result, the undrained cyclic and monotonic shear behaviour of `Shirasu' is found to be greatly dependent on the confining pressure and its density. The undrained cyclic shear stress ratio to cause failure increases in loose specimen while it decreases in dense specimen with increasing confining pressure.

本文言語英語
ページ(範囲)97-106
ページ数10
ジャーナルDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
499 pt 3-28
DOI
出版ステータス出版済み - 1994

All Science Journal Classification (ASJC) codes

  • 工学(全般)

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