Deformation behavior of "Shirasu" and its prediction by the subloading surface model

Mizuki Hira, Koichi Hashiguchi, Takashi Okayasu, Koichi Miwa

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

The description of the deformation behavior of Shirasu (volcanic sandy soil) by the elastoplastic constitutive equation is studied adopting a subloading surface model with rotational hardening. Also, test results for isotropic consolidation and triaxial compression with several lateral stresses under the drained and the undrained conditions for various initial void ratios are reported. Further, simulation by the constitutive equation is compared with the test results. High ability of the constitutive equation for the prediction of mechanical behavior of Shirasu is verified by the comparison.

Original languageEnglish
Pages (from-to)37-46
Number of pages10
JournalSoils and Foundations
Volume42
Issue number5
Publication statusPublished - Oct 1 2002

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constitutive equation
Constitutive equations
prediction
volcanic soil
void ratio
hardening
Consolidation
sandy soil
Hardening
consolidation
Compaction
compression
Soils
simulation
test

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology

Cite this

Deformation behavior of "Shirasu" and its prediction by the subloading surface model. / Hira, Mizuki; Hashiguchi, Koichi; Okayasu, Takashi; Miwa, Koichi.

In: Soils and Foundations, Vol. 42, No. 5, 01.10.2002, p. 37-46.

Research output: Contribution to journalArticle

Hira, Mizuki ; Hashiguchi, Koichi ; Okayasu, Takashi ; Miwa, Koichi. / Deformation behavior of "Shirasu" and its prediction by the subloading surface model. In: Soils and Foundations. 2002 ; Vol. 42, No. 5. pp. 37-46.
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