A general procedure to correct sampling bias on joint orientation using a vector approach
References (19)
Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces
Int. J. Rock Mechanics and Min. Sci. and Geomechanics Abstr.
(1981)Fabric tensor for discontinuous geological materials
Soils and Foundations
(1982)- et al.
Sampling Bias on orientation of discontinuities
Rock Mechanics and Rock Engineering
(1984) A correction for sampling bias on joint orientation for finite size joints intersecting finite size exposures
- et al.
Probabilistic modelling of joint orientation
Int. J. for Numerical and Analytical Methods in Geomechanics
(1990) State-of-the-art in joint geometry modelling
- et al.
Characterizing rock joint geometry with joint system models
Rock Mechanics and Rock Engineering
(1988) - et al.
Three dimensional stochastic joint geometry modelling including a verification: a case study
- Kulatilake, P.H.S.W., Wathugala, D.N., Poulton, M. and Stephansson, O., Analysis of structural homogeneity of rock...
There are more references available in the full text version of this article.
Cited by (0)
- ∗
Also, a Visiting Research Professor, Luleå University of Technology, Luleå, Sweden.
Copyright © 1990 Published by Elsevier Ltd.