WEDGE STABILITY ANALYSIS CONSIDERING DILATANCY OF DISCONTINUITIES

dc.contributor.author	Wang Y.J.
dc.contributor.author	Yin J.H.
dc.date.accessioned	2021-04-17T00:16:16Z
dc.date.available	2021-04-17T00:16:16Z
dc.date.issued	2002
dc.description.abstract	A method for the calculation of the factor of safety by using the limit equilibrium method and considering the dilatancy of discontinuities on which the wedge rests is addressed. The direction of shear force on each discontinuity plane is determined by considering the dilative movement along the discontinuous plane. The variation of factor of safety with a dilative coefficient is also clarified.
dc.identifier	https://www.elibrary.ru/item.asp?id=966832
dc.identifier.citation	Rock Mechanics and Rock Engineering, 2002, 35, 2, 127-137
dc.identifier.issn	0723-2632
dc.identifier.uri	https://repository.geologyscience.ru/handle/123456789/27936
dc.title	WEDGE STABILITY ANALYSIS CONSIDERING DILATANCY OF DISCONTINUITIES
dc.type	Статья

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