Skip to main content
Log in

Evolution of cohesion and friction angle during microfracture accumulation in rock

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

The creation of microfractures within rock is commonly observed as rock is strained. The presence of these microfractures constitutes damage to the rock, and this damage can reduce the rock’s strength. This paper explores the evolution of rock strength as microfractures within a rock accumulate. Two approaches involving different laboratory tests are used to study how cohesion and internal friction evolve during progressive damage to rock. The mobilized cohesion and friction angle are measured for intact and damaged rock specimens. Intact rock specimens tested under compression were used to determine the peak values of cohesion and friction angle for two types of rock. Specimens of rock with varying amounts of accumulated microfracture damage were tested under direct shear or multi-stage triaxial compression to measure the Coulomb strength parameters for damaged rock. The laboratory testing shows that cohesion decreases with strain as the rock accumulates internal damage caused by microfracturing before the peak strength. The frictional component of the rock strength starts to be mobilized as strain causes internal microfractures. The mobilized internal friction angle increases up to and slightly beyond the peak strength. A small amount of post-peak strain is required to initiate macroscopic slip surfaces, and until these are created, high frictional resistance is mobilized between the many interacting and interlocked pieces of rock in the test specimen. With further post-peak strain, the friction angle decreases as the macroscopic slip surfaces in the rock become well established.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Hajiabdolmajid V, Kaiser PK, Martin CD (2002) Modelling brittle failure of rock. Int J Rock Mech Min Sci 39(6):731–741

    Article  Google Scholar 

  • Hajiabdolmajid V, Kaiser PK, Martin CD (2003) Mobilised strength components in brittle failure of rock. Geotechnique 53(3):327–336

    Article  Google Scholar 

  • Hudson JA, Brown ET, Fairhurst C (1972) Shape of the complete stress-strain curve for rock. In: Cording EJ (Ed) Proceedings of 13th US Symposium on Rock Mechanics, ASCE, p 773–795

  • Kaiser PK, Yazici S, Maloney S (2001) Mining-induced stress change and consequences of stress path on excavation stability—a case study. Int J Rock Mech Min Sci 38(2):167–180

    Article  Google Scholar 

  • Kovari K, Tisa A (1975) Multiple failure state and strain controlled triaxial tests. Rock Mech Rock Eng 7(1):17–33

    Article  Google Scholar 

  • Kovari K, Tisa A, Einstein HH, Franklin JA (1983) Suggested methods for determining the strength of rock materials in triaxial compression: revised version. Int J Rock Mech Min Sci Geomech Abstr 20(6):285–290

    Article  Google Scholar 

  • Li YH, Zhang HQ, Tang CAYuQL, Zhao ZY (2006) A new numerical approach for studying self-organized criticality behavior in rock failure process. Comput Methods 1–2:1841–1846

    Article  Google Scholar 

  • Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet granite. Int J Rock Mech Min Sci Geomech Abstr 31(6):643–659

    Article  Google Scholar 

  • Niu SJ, Jing HW, Yang XX, Yang S (2012) Experimental study of strength degradation law of surrounding rock in fractured zone of deep roadway. Chin J Rock Mech Eng 31(8):1587–1596

    Google Scholar 

  • Rao NGM, Murthy CRL (2001) Dual role of microcracks: toughening and degradation. Can Geotech J 38(2):427–440

    Article  Google Scholar 

  • Schmertmann JH, Osterberg JH (1960) An experimental study of the development of cohesion and friction with axial strain in saturated cohesive soils. Research Conference on Shear Strength of Cohesive Soils, ASCE, p 643–694

  • Schofield AN (1998) The Mohr-Coulomb error. In: Luong (ed) Mechanics and Geotechnique, LMS Ecole Polytechnique, pp 19–27. http://www-civ.eng.cam.ac.uk/geotech_new/people/ans/habibx.html

  • Su CD, Yang SQ (2006) Experimental study on deformation and strength characteristics of rock specimens under cyclic loading and unloading. J Hohai Univ (Nat Sci) 34(6):667–671

    Google Scholar 

  • Terzaghi K, Peck RP, Mesri G (1996) Soil mechanics in engineering practice, 3rd edn. Wiley, New Jersey

    Google Scholar 

  • Zhang HQ, He YN, Liu ZQ, Zhou JJ, Han LJ (2008) Study of material failure and strength degradation in argillaceous packsand samples. J China Uni Min Tech 37(1):129–133

    Google Scholar 

  • Zhang HQ, Nunoo S, Tannant DD, Wang SY (2014) Numerical study of the evolution of cohesion and internal friction in rock during the pre-peak deformation process. Arabian J GeoSci. doi:10.1007/s12517-014-1508-6

    Google Scholar 

  • Zhou YH, Zhou DP, Yang T, Feng ZJ (2005) Experimental investigation on shear strength parameters of jointed rock mass. J Southwest Jiaotong Univ 40(1):73–76

    Google Scholar 

  • Zong YJ (2013) Study on creep mechanical properties and constitutive model of deep cracked surrounding rock. PhD thesis, China University of Mining and Technology

Download references

Acknowledgments

This research work is supported by 973 Program of the China (No. 2013CB227900, 2013CB036003), NSFC (No. 51474215, 51174196, 51227003 and 51104151), 111 Project (No. B07028), Research Fund for the Doctoral Program of Higher Education of China (No. 20120095110013) and The Outstanding Innovation Team of China University of Mining and Technology (No. 2014QN003). The first author is also grateful for the sponsorship of Jiangsu Overseas Research and Training Program for University Prominent Young and Middle-aged Teachers and Presidents. The first author would also like to acknowledge UBC Okanagan for the assistance given him to be part of the institution as a visiting professor (2013.3-2014.3). The authors thank the anonymous reviewers for their comments, which have significantly helped to improve this paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to H. Q. Zhang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Zhang, H.Q., Tannant, D.D., Jing, H.W. et al. Evolution of cohesion and friction angle during microfracture accumulation in rock. Nat Hazards 77, 497–510 (2015). https://doi.org/10.1007/s11069-015-1592-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-015-1592-2

Keywords

Navigation