Vector Analysis of Keyblock Rotations
- 1 December 1996
- journal article
- research article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical Engineering
- Vol. 122 (12) , 976-987
- https://doi.org/10.1061/(asce)0733-9410(1996)122:12(976)
Abstract
The mechanical response of rock slopes and excavations depends largely on the geometry of discontinuities and associated rock blocks. Commonly used rigid block models for determining stability, such as the sliding wedge model or the keyblock analysis, assume that initial displacements are pure translations. This paper examines kinematic and kinetic constraints on block rotations. The kinematic constraints include conditions that are independent of the free surface and therefore belong uniquely to the joint pyramid, as well as conditions that depend on the orientation of the free surface. The relevant criteria, expressed in terms of vector inequalities, are represented on the stereographic projection, allowing graphical solution of the kinematical inequalities. Additionally, rotational equilibrium of tetrahedral blocks is considered, the failure modes of block theory are generalized to include rotational modes and procedures for evaluating rotational stability are discussed. The results show that blocks fo...This publication has 16 references indexed in Scilit:
- Block theory and its applicationGéotechnique, 1995
- Rock Block Modeling with Interactive GraphicsPublished by Elsevier ,1993
- Some Modern Developments in Block Theory for Rock EngineeringPublished by Elsevier ,1993
- Numerical Modeling of DiscontinuaPublished by Elsevier ,1993
- SupplementInternational Journal of Rock Mechanics and Mining Sciences, 1991
- Probability aspects of the removability and rotatability of tetrahedral blocksInternational Journal of Rock Mechanics and Mining Sciences, 1990
- Rotational kinematics and equilibrium of blocks in a rock massInternational Journal of Rock Mechanics and Mining Sciences, 1990
- FelsmechanikPublished by Springer Nature ,1984
- Vector stability analysis of an arbitrary polyhedral rock block with any number of free facesInternational Journal of Rock Mechanics and Mining Sciences, 1981
- Approach to complete limit equilibrium analysis for rock wedges ? the method of ?artificial supports?Rock Mechanics and Rock Engineering, 1981