YIELD SURFACE OF MU-SAN SANDSTONE BY HOLLOW CYLINDER TESTS

dc.contributor.authorLee D.H.
dc.contributor.authorJuang C.H.
dc.contributor.authorLin H.M.
dc.date.accessioned2021-06-03T06:25:19Z
dc.date.available2021-06-03T06:25:19Z
dc.date.issued2002
dc.description.abstractThe 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.
dc.identifierhttps://elibrary.ru/item.asp?id=1365083
dc.identifier.citationRock Mechanics and Rock Engineering, 2002, 35, 3, 205-216
dc.identifier.issn0723-2632
dc.identifier.urihttps://repository.geologyscience.ru/handle/123456789/28798
dc.titleYIELD SURFACE OF MU-SAN SANDSTONE BY HOLLOW CYLINDER TESTS
dc.typeСтатья

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