Undrained shearing behavior of very loose gravelly soils

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

Research output: Contribution to journalConference article

4 Citations (Scopus)

Abstract

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.

Original languageEnglish
Pages (from-to)77-91
Number of pages15
JournalGeotechnical Special Publication
Issue number56
Publication statusPublished - 1995 Jan 1
EventProceedings of the Conference of the Geotechnical Engineering Division of the ASCE in Conjunction with the ASCE Convention - San Diego, CA, USA
Duration: 1995 Oct 221995 Oct 26

ASJC Scopus subject areas

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

Fingerprint Dive into the research topics of 'Undrained shearing behavior of very loose gravelly soils'. Together they form a unique fingerprint.

  • Cite this

    Rashidian, M., Ishihara, K., Kokusho, T., Kanatani, M., & Okamoto, T. (1995). Undrained shearing behavior of very loose gravelly soils. Geotechnical Special Publication, (56), 77-91.