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Published in: Rock Mechanics and Rock Engineering 12/2017

21-08-2017 | Technical Note

Local Damage and Progressive Localisation in Porous Sandstone During Cyclic Loading

Authors: H. Munoz, A. Taheri

Published in: Rock Mechanics and Rock Engineering | Issue 12/2017

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Excerpt

Stress-induced deformation problems are often encountered in civil- and mining-related rock engineering projects. In a typical situation, rock disturbance under external loading by mechanical excavation or blasting methods induces the rock to undergo a complex history of the response states of load and deformation. For instance, a number of loading, unloading and then reloading sequences can be anticipated at a certain location ahead a tunnel face. As the tunnel advances forwards, excavation promotes disturbed zones ranging from failed, damaged, disturbed and undisturbed zones (Martin 1997; Martin and Read 1996). …

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Literature
go back to reference Bischoff PH, Perry SH (1991) Compressive behaviour of concrete at high strain rates. Mater Struct 24:425–450CrossRef Bischoff PH, Perry SH (1991) Compressive behaviour of concrete at high strain rates. Mater Struct 24:425–450CrossRef
go back to reference ISRM (1981) Rock characterization testing and monitoring—ISRM suggested methods. Pergamon, Oxford ISRM (1981) Rock characterization testing and monitoring—ISRM suggested methods. Pergamon, Oxford
go back to reference Martin CD (1997) Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength. Can Geotech J 34:698–725. doi:10.1139/t97-030 CrossRef Martin CD (1997) Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength. Can Geotech J 34:698–725. doi:10.​1139/​t97-030 CrossRef
go back to reference Martin CD, Read RS (1996) AECL’s mine-by experiment: a test tunnel in brittle rock. In: Second North American rock mechanics symposium, pp 13–24 Martin CD, Read RS (1996) AECL’s mine-by experiment: a test tunnel in brittle rock. In: Second North American rock mechanics symposium, pp 13–24
go back to reference Munoz H, Taheri A, Chanda E (2016a) Fracture energy-based brittleness index development and brittleness quantification by pre-peak strength parameters in rock uniaxial compression. Rock Mech Rock Eng 49:4587–4606. doi:10.1007/s00603-016-1071-4 CrossRef Munoz H, Taheri A, Chanda E (2016a) Fracture energy-based brittleness index development and brittleness quantification by pre-peak strength parameters in rock uniaxial compression. Rock Mech Rock Eng 49:4587–4606. doi:10.​1007/​s00603-016-1071-4 CrossRef
go back to reference Munoz H, Taheri A, Chanda E (2016b) Pre-peak and post-peak rock strain characteristics during uniaxial compression by 3D digital image correlation. Rock Mech Rock Eng 49:2541–2554. doi:10.1007/s00603-016-0935-y CrossRef Munoz H, Taheri A, Chanda E (2016b) Pre-peak and post-peak rock strain characteristics during uniaxial compression by 3D digital image correlation. Rock Mech Rock Eng 49:2541–2554. doi:10.​1007/​s00603-016-0935-y CrossRef
go back to reference Taheri A, Yfantidis N, Olivares CL, Connelly BJ, Bastian TJ (2016b) Experimental study on degradation of mechanical properties of sandstone under different cyclic loadings. Geotech Test J 39:673–687. doi:10.1520/GTJ20150231 CrossRef Taheri A, Yfantidis N, Olivares CL, Connelly BJ, Bastian TJ (2016b) Experimental study on degradation of mechanical properties of sandstone under different cyclic loadings. Geotech Test J 39:673–687. doi:10.​1520/​GTJ20150231 CrossRef
go back to reference Wawersik WR, Fairhurst CA (1970) A study of brittle rock fracture in laboratory compression experiments. Int J Rock Mech Min Sci 7:561–575CrossRef Wawersik WR, Fairhurst CA (1970) A study of brittle rock fracture in laboratory compression experiments. Int J Rock Mech Min Sci 7:561–575CrossRef
go back to reference Zhang H, Huang G, Song H, Kang Y (2013) Experimental characterization of strain localization in rock. Geophys J Int 194:1554–1558CrossRef Zhang H, Huang G, Song H, Kang Y (2013) Experimental characterization of strain localization in rock. Geophys J Int 194:1554–1558CrossRef
Metadata
Title
Local Damage and Progressive Localisation in Porous Sandstone During Cyclic Loading
Authors
H. Munoz
A. Taheri
Publication date
21-08-2017
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 12/2017
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1298-8

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