Effects of Confining Stress on the Post-Peak Behaviour and Fracture Angle of Fauske Marble and Iddefjord Granite

Author:

Zhang Huijian,Li Charlie C.

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

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

Reference26 articles.

1. Ai C, Zhang J, Li Y-W, Zeng J, Yang X-L, Wang J-G (2016) Estimation criteria for rock brittleness based on energy analysis during the rupturing process. Rock Mech Rock Eng 49:4681–4698

2. Alejano LR, Posada D, Rodríguez-Dono A (2009) Servo-controlled strength tests on moderately weathered granite. EUROCK 2009: rock engineering in difficult ground conditions: Soft Rock & Karst. Catvat-Dubrovnik (Croatia). CRC. Taylord & Francis Gr., London, pp 181–186

3. Bésuelle P, Desrues J, Raynaud S (2000) Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237

4. Bobet A, Einstein HH (1998) Fracture coalescence in rock-type materials under uniaxial and biaxial compression. Int J Rock Mech Min Sci 35:863–888

5. Franklin JA (2007) Suggested methods for determining the strength of rock materials in triaxial compression. In: Ulusay R, Hudson JA (eds) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. The ISRM Turkish National Group, Ankara, pp 157–164

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