Undrained shearing behavior of very loose gravelly soils

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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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
Title of host publicationGeotechnical Special Publication
PublisherASCE
Pages77-91
Number of pages15
Edition56
Publication statusPublished - 1995
Externally publishedYes
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

Other

OtherProceedings of the Conference of the Geotechnical Engineering Division of the ASCE in Conjunction with the ASCE Convention
CitySan Diego, CA, USA
Period95/10/2295/10/26

Fingerprint

gravelly soils
Gravel
Shearing
gravel
Soils
soil
void ratio
sand and gravel
Sand
compression
sand
energy
testing

ASJC Scopus subject areas

  • Soil Science
  • Building and Construction
  • Architecture

Cite this

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

Undrained shearing behavior of very loose gravelly soils. / Rashidian, Mohammad; Ishihara, Kenji; Kokusho, Takeji; Kanatani, Mamoru; Okamoto, Toshiro.

Geotechnical Special Publication. 56. ed. ASCE, 1995. p. 77-91.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Rashidian, M, Ishihara, K, Kokusho, T, Kanatani, M & Okamoto, T 1995, Undrained shearing behavior of very loose gravelly soils. in Geotechnical Special Publication. 56 edn, ASCE, pp. 77-91, Proceedings of the Conference of the Geotechnical Engineering Division of the ASCE in Conjunction with the ASCE Convention, San Diego, CA, USA, 95/10/22.
Rashidian M, Ishihara K, Kokusho T, Kanatani M, Okamoto T. Undrained shearing behavior of very loose gravelly soils. In Geotechnical Special Publication. 56 ed. ASCE. 1995. p. 77-91
Rashidian, Mohammad ; Ishihara, Kenji ; Kokusho, Takeji ; Kanatani, Mamoru ; Okamoto, Toshiro. / Undrained shearing behavior of very loose gravelly soils. Geotechnical Special Publication. 56. ed. ASCE, 1995. pp. 77-91
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