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Many rock types have naturally occurring inherent anisotropic planes,such as bedding planes,foliation,or flow structures.Such characteristic induces directional features and anisotropy in rocks’ strength and deformational properties.The HoekeBrown(HeB) failure criterion is an empirical strength criterion widely applied to rock mechanics and engineering.A direct modification to HeB failure criterion to account for rock anisotropy is considered as the base of the research.Such modification introduced a new definition of the anisotropy as direct parameter named the anisotropic parameter(Kb).However,the computation of this parameter takes much experimental work and cannot be calculated in a simple way.The aim of this paper is to study the trend of the relation between the degree of anisotropy(Rc) and the minimum value of anisotropic parameter(Kmin),and to predict the Kmindirectly from the uniaxial compression tests instead of triaxial tests,and also to decrease the amount of experimental work.
Many rock types have naturally occurring anis anisotropic planes, such as bedding planes, foliation, or flow structures. Luch characteristic induces directional features and anisotropy in rocks’ strength and deformational properties. The Hoeke Brown to rock mechanics and engineering. A direct modification to HeB failure criterion to account for rock anisotropy is considered as the base of the research.Such modification introduced a new definition of the anisotropy as direct parameter named the anisotropic parameter (Kb) .However, the computation of this parameter takes much experimental work and can not be calculated in a simple way. aim of this paper is to study the trend of the relation between the degree of anisotropy (Rc) and the minimum value of anisotropic parameter (Kmin), and to predict the Kmindirectly from the uniaxial compression tests instead of triaxial tests, and also to decrease the amount of experimental w ork.