CONFINEMENT EFFECTS AND ENERGY BALANCE ANALYSES FOR BUCKLING FAILURE UNDER ECCENTRIC LOADING CONDITIONS

dc.contributor.author	Kazakidis V.N.
dc.date.accessioned	2021-04-17T00:16:16Z
dc.date.available	2021-04-17T00:16:16Z
dc.date.issued	2002
dc.identifier	https://www.elibrary.ru/item.asp?id=966831
dc.identifier.citation	Rock Mechanics and Rock Engineering, 2002, 35, 2, 115-126
dc.identifier.issn	0723-2632
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/27935
dc.description.abstract	An eccentric loading approach was applied to quantify confinement effects and examine the energy balance in a slab under buckling load. It was indicated that confining pressure provided by fill or broken rock material can prove adequate to control buckling failure under certain loading conditions. The stored strain energy in a slab under eccentric loading conditions, in the vicinity of underground openings was determined to be in the order of 1 MJ.
dc.title	CONFINEMENT EFFECTS AND ENERGY BALANCE ANALYSES FOR BUCKLING FAILURE UNDER ECCENTRIC LOADING CONDITIONS
dc.type	Статья

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