YIELD SURFACE OF MU-SAN SANDSTONE BY HOLLOW CYLINDER TESTS

dc.contributor.author	Lee D.H.
dc.contributor.author	Juang C.H.
dc.contributor.author	Lin H.M.
dc.date.accessioned	2021-06-03T06:25:19Z
dc.date.available	2021-06-03T06:25:19Z
dc.date.issued	2002
dc.identifier	https://elibrary.ru/item.asp?id=1365083
dc.identifier.citation	Rock Mechanics and Rock Engineering, 2002, 35, 3, 205-216
dc.identifier.issn	0723-2632
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/28798
dc.description.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.
dc.title	YIELD SURFACE OF MU-SAN SANDSTONE BY HOLLOW CYLINDER TESTS
dc.type	Статья

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