Undrained shearing behavior of very loose gravelly soils

Mohammad Rashidian, Kenji Ishihara, Takeji Kokusho, Mamoru Kanatani, Toshiro Okamoto

研究成果: Conference article査読

4 被引用数 (Scopus)

抄録

Undrained monotonic compression tests were carried out on the very loose reconstituted gravelly soil specimens with different gravel content. The shearing behavior of specimens which were prepared at very loose state by the same energy of tamping is discussed. It was observed that very loose gravelly soil specimens show contractive behavior in a wide range of gravel content. The observed behavior is explained based on the void ratio of sand and gravel portions.

本文言語English
ページ(範囲)77-91
ページ数15
ジャーナルGeotechnical Special Publication
56
出版ステータスPublished - 1995 1 1
イベントProceedings of the Conference of the Geotechnical Engineering Division of the ASCE in Conjunction with the ASCE Convention - San Diego, CA, USA
継続期間: 1995 10 221995 10 26

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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