Open AccessBook
Underground excavations in rock
Evert Hoek,Edwin T. Brown +1 more
TLDR
In this article, the geotechnical aspects of the design of underground openings for mining and civil engineering purposes are discussed, and a number of worked examples to assist the reader in applying the techniques described to his or her own problems.Abstract:
This book deals with the geotechnical aspects of the design of underground openings for mining and civil engineering purposes. It contains a number of worked examples to assist the reader in applying the techniques described to his or her own problems. The data are presented under the following chapter headings: (1) planning considerations; (2) classification of rock masses; (3) geological data collection; (4) graphical presentation of geological data; (5) stresses around underground excavations; (6) strength of rock and rock masses; (7) underground excavation failure mechanisms; (8) underground excavation support design; (9) rockbolts, shotcrete and mesh; (10) blasting in underground excavations; (11) instrumentation. Several appendices deal with: isometric drawing charts, stresses around single openings, two-dimensional boundary element stress analysis, determination of material constants, underground wedge analysis, and conversion factors. A very extensive bibliography is included.read more
Citations
More filters
Journal ArticleDOI
A bonded-particle model for rock
D.O. Potyondy,Peter Cundall +1 more
TL;DR: In this paper, a numerical model for rock is proposed in which the rock is represented by a dense packing of non-uniform-sized circular or spherical particles that are bonded together at their contact points and whose mechanical behavior is simulated by the distinct element method using the two-and three-dimensional discontinuum programs PFC2D and PFC3D.
Journal ArticleDOI
Practical estimates of rock mass strength
Evert Hoek,Edwin T. Brown +1 more
TL;DR: This paper summarises the interpretation of the Hoek-Brown failure criterion which has been found to work best in dealing with practical engineering problems.
Hoek-brown failure criterion - 2002 edition
TL;DR: The Hoek-Brown failure criterion for rock masses is widely accepted and has been applied in a large number of projects around the world as discussed by the authors, however, there are some uncertainties and inaccuracies that have made the criterion inconvenient to apply and to incorporate into numerical models and limit equilibrium programs.
Journal ArticleDOI
The progressive fracture of Lac du Bonnet granite
C.D. Martin,N.A. Chandler +1 more
TL;DR: The strength of intact rock is made up of two components: the intrinsic strength, or cohesion; and the frictional strength as discussed by the authors, and it is generally assumed that cohesion and friction are mobilized at the same displacements such that both components can be relied on simultaneously.
Book
Support of underground excavations in hard rock
TL;DR: In this paper, a reference record was created on 2004-09-07, modified on 2016-08-08 and used for the purpose of Dimensionnement Classification and Excavation.