WebFeb 1, 2008 · The Hoek–Brown failure criterion [1] was initially proposed for the determination of the intact rock strength and rock mass strength in isotropic conditions. Nevertheless, in recent years, it has been used for the determination of the strength of anisotropic rocks and rock masses. WebJun 21, 2024 · Rock mass failure criterion. With our values for C o and m i, we used the generalised form of the Hoek–Brown failure criterion for fractured rock masses (as in Hoek et al. 2002), using published data about the structure and nature of the fractures in the rock mass. The generalised Hoek–Brown failure criterion is similar to Eq.
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WebJul 1, 2024 · It has limitations for soft rocks, because it was developed mainly from a database of hard ... WebJul 9, 2024 · The classical Coulomb failure criterion, the Drucker–Prager failure criterion, and the Mogi–Coulomb failure criterion can be thought of as special cases of the proposed failure criterion. To reflect the tensile strength and splitting failure of hard rock, a hyperbolic extension of this failure criterion can be used to accommodate hard rocks ... media room colors for walls
Implementation of a constitutive model for anisotropic rocks …
WebMar 12, 2024 · For the “Rock mass model” option, one of the two rock mass models, the HB criterion and the NMGZZ (newly modified GZZ) criterion, can be specified. As for … WebJan 27, 2024 · The Hoek-Brown failure criterion for rock masses is widely accepted and has been applied in a large number of projects around the world. While, in general, it has … WebJan 16, 2013 · The parameter m i is an important rock property parameter required for use of the Hoek–Brown failure criterion. The conventional method for determining m i is to fit a series of triaxial compression test data. In the absence of laboratory test data, guideline charts have been provided by Hoek to estimate the m i value. In the conventional … pendleton county kentucky zip codes