Yield surface of mu-san sandstone by hollow cylinder tests

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

doi:10.1007/s00603-001-0023-8

Yield surface of mu-san sandstone by hollow cylinder tests

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

Research output: Contribution to journal › Article › peer-review

13 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 language	English
Pages (from-to)	205-216
Number of pages	12
Journal	Rock Mechanics and Rock Engineering
Volume	35
Issue number	3
DOIs	https://doi.org/10.1007/s00603-001-0023-8
Publication status	Published - 2002 Aug

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
Geology

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10.1007/s00603-001-0023-8

Cite this

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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.",

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AU - Juang, C. H.

AU - Lin, H. M.

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N2 - 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.

AB - 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.

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Yield surface of mu-san sandstone by hollow cylinder tests

Abstract

All Science Journal Classification (ASJC) codes

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