Yield surface of mu-san sandstone by hollow cylinder tests

D. H. Lee, C. H. Juang, H. M. Lin

Research output: Contribution to journalArticlepeer-review

9 Citations (Scopus)

Abstract

The failure behavior of rocks can be quite complex, affected by such factors as stress path, anisotropy, and loading types and conditions. To understand the mechanical behavior of rocks under complex field conditions, the true triaxial test and hollow cylinder test was employed. This paper conducts additional hollow cylinder tests with different confining pressures, and with improved accuracy.

Original languageEnglish
Pages (from-to)205-216
Number of pages12
JournalRock Mechanics and Rock Engineering
Volume35
Issue number3
DOIs
Publication statusPublished - 2002 Aug 1

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology
  • Geology

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