Recalibration and Clarification of the Formula Applied to the ISRM-Suggested CCNBD Specimens for Testing Rock Fracture Toughness-Reference-Cited by-同舟云学术

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Recalibration and Clarification of the Formula Applied to the ISRM-Suggested CCNBD Specimens for Testing Rock Fracture Toughness

Published:2012-06-27 Issue:2 Volume:46 Page:303-313
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Wang Q. Z.,Fan H.,Gou X. P.,Zhang S.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-012-0258-6.pdf

Reference24 articles.

1. Atkinson C, Smelser RE, Sanchez J (1982) Combined mode fracture via the cracked Brazilian disk test. Int J Fract 18(4):279–291

2. Chang S-H, Lee C-I, Jeon S (2002) Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens. Eng Geol 66:79–97

3. Collins MP, Bentz EC, Sherwood EG, Xie L (2008) An adequate theory for the shear strength of reinforced concrete structures. Mag Concr Res 60(9):635–650

4. Dwivedi RD, Soni AK, Goel RK, Dube AK (2000) Fracture toughness of rocks under sub-zero temperature conditions. Int J Rock Mech Min Sci 37(8):1267–1275

5. Fowell RJ, Xu C (1993) The cracked chevron notched Brazilian disc test—geometrical considerations for practical rock fracture toughness measurement. Int J Rock Mech Min Sci Geomech Abstr 30:821–824

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