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Erschienen in: Rock Mechanics and Rock Engineering 4/2013

01.07.2013 | Reply

Reply to Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”

verfasst von: Chandong Chang, Bezalel Haimson

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 4/2013

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The discussion offered by Professor Kwaśniewski (2013) offers nine specific comments on the ISRM Suggested Method for “A failure criterion for rocks based on true triaxial testing” by Chang and Haimson (2012). We would like to respond to his comments, one by one: …

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Literatur
Zurück zum Zitat Chang C, Haimson BC (2000) True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite. J Geophys Res 105:18999–19013CrossRef Chang C, Haimson BC (2000) True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite. J Geophys Res 105:18999–19013CrossRef
Zurück zum Zitat Chang C, Haimson B (2012) A failure criterion for rocks based on true triaxial testing. Rock Mech Rock Eng 45:1007–1010CrossRef Chang C, Haimson B (2012) A failure criterion for rocks based on true triaxial testing. Rock Mech Rock Eng 45:1007–1010CrossRef
Zurück zum Zitat Haimson BC, Chang C (2000) A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite. Int J Rock Mech Min Sci 37:285–296CrossRef Haimson BC, Chang C (2000) A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite. Int J Rock Mech Min Sci 37:285–296CrossRef
Zurück zum Zitat Handin J, Heard HC, Magouirk JN (1967) Effect of the intermediate principal stress on the failure of limestone, dolomite, and glass at different temperature and strain rates. J Geophys Res 72:611–640CrossRef Handin J, Heard HC, Magouirk JN (1967) Effect of the intermediate principal stress on the failure of limestone, dolomite, and glass at different temperature and strain rates. J Geophys Res 72:611–640CrossRef
Zurück zum Zitat Kwaśniewski M (2013) Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”. Rock Mech Rock Eng. doi:10.1007/s00603-013-0407-6 Kwaśniewski M (2013) Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”. Rock Mech Rock Eng. doi:10.​1007/​s00603-013-0407-6
Zurück zum Zitat Lee H, Haimson B (2011) True triaxial strength, deformability, and brittle failure of granodiorite from the San Andreas Fault observatory at depth. Int J Rock Mech Min Sci 48:1199–1207CrossRef Lee H, Haimson B (2011) True triaxial strength, deformability, and brittle failure of granodiorite from the San Andreas Fault observatory at depth. Int J Rock Mech Min Sci 48:1199–1207CrossRef
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Zurück zum Zitat Murrell SAF (1963) A criterion for brittle fracture of rocks and concrete under triaxial stress, and the effect of pore pressure on the criterion. In: Fairhurst C (ed) Proceedings of the 5th symposium on rock mechanics. University of Minnesota, Minneapolis, pp 563–577 Murrell SAF (1963) A criterion for brittle fracture of rocks and concrete under triaxial stress, and the effect of pore pressure on the criterion. In: Fairhurst C (ed) Proceedings of the 5th symposium on rock mechanics. University of Minnesota, Minneapolis, pp 563–577
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Metadaten
Titel
Reply to Comments on the ISRM Suggested Method “A Failure Criterion for Rocks Based on True Triaxial Testing”
verfasst von
Chandong Chang
Bezalel Haimson
Publikationsdatum
01.07.2013
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 4/2013
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-013-0412-9

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