Bifurcation of Cylindrical Sand Specimens

Kiyohiro Ikeda, Kazuo Murota

研究成果: Chapter

抄録

Triaxial compression tests of soils and sands are conducted to ascertain their mechanical properties in soil mechanics, as shown in Fig. 13.1. A cylindrical soil or sand specimen under compression exhibits the concentration of strain into a narrow damaged zone, which is called a shear band. Under constant uniform circumferential pressure (stress) σ3, the axial strain εa or the deviatoric stress σa = σ1 -σ3 (σ1 is the axial pressure) is increased to shear the specimen.

本文言語English
ホスト出版物のタイトルApplied Mathematical Sciences (Switzerland)
出版社Springer
ページ367-394
ページ数28
DOI
出版ステータスPublished - 2010 1 1

出版物シリーズ

名前Applied Mathematical Sciences (Switzerland)
149
ISSN(印刷版)0066-5452
ISSN(電子版)2196-968X

ASJC Scopus subject areas

  • 応用数学

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