Modelling of the effect of discontinuities on the extent of the fracture zone surrounding deep tunnels
- 12 October 2000
- journal article
- research article
- Published by Elsevier BV in Tunnelling and Underground Space Technology
- Vol. 15 (4), 463-469
- https://doi.org/10.1016/s0886-7798(01)00015-3
Abstract
No abstract availableKeywords
This publication has 13 references indexed in Scilit:
- Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its applicationInternational Journal for Numerical and Analytical Methods in Geomechanics, 1999
- Drilling‐induced core fractures and in situ stressJournal of Geophysical Research, 1998
- Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strengthCanadian Geotechnical Journal, 1997
- Size and stress gradient effects on fracture around cavitiesRock Mechanics and Rock Engineering, 1992
- Primary and remote fracture around underground cavitiesInternational Journal for Numerical and Analytical Methods in Geomechanics, 1991
- Deformation and fracture around cylindrical openings in rock—II. Initiation, growth and interaction of fracturesInternational Journal of Rock Mechanics and Mining Sciences, 1990
- Deformation and fracture around cylindrical openings in rock—I. Observations and analysis of deformationsInternational Journal of Rock Mechanics and Mining Sciences, 1990
- Stresses and displacements around openings in rock containing an elastic discontinuityInternational Journal of Rock Mechanics and Mining Sciences, 1975
- Fracture growth around openings in thick-walled cylinders of rock subjected to hydrostatic compressionInternational Journal of Rock Mechanics and Mining Sciences, 1973
- The distribution of stress around a single underground opening in a layered medium under gravity loadingInternational Journal of Rock Mechanics and Mining Sciences, 1972