Mechanical properties and behaviour of soils under the triaxial test, the Yamauchi landslide, Japan

R. Jelinek, H. Omura, K. Morita, T. Nagasawa, Tetsuya Kubota

研究成果: Contribution to journalArticle査読

1 被引用数 (Scopus)

抄録

A series of consolidated undrained triaxial tests have been undertaken on material from the Yamauchi landslide in northern Kyushu. The samples were obtained from two specially drilled boreholes. Both the logging and the geotechnical test results indicate a wide variation which is probably attributable to the differing degree of weathering/ hydrothermal alternation. Two types of stress strain and pore-water pressure responses were observed during the test. Two failure modes were identified - plastic and semiplastic.

本文言語英語
ページ(範囲)207-212
ページ数6
ジャーナルBulletin of Engineering Geology and the Environment
61
3
DOI
出版ステータス出版済み - 1 1 2002

All Science Journal Classification (ASJC) codes

  • 地盤工学および土木地質学
  • 地質学

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