Skip to main content
Log in

A photoelastic-model study of stress distribution and rock fracture around mining excavations

Experimental techniques are described in this paper; also, stress distributions, rock-fracture zones and the directions of fracture propagation around excavations are determined

  • Published:
Experimental Mechanics Aims and scope Submit manuscript

Abstract

A three-dimensional photoelastic-model study of two horizontal mining excavations with a central pillar is described. Details of experimental techniques used are given and stress distributions, rock-fracture initiation zones and the directions of subsequent fracture propagation around these excavations are determined. It is shown that the techniques adopted for this investigation offer realistic means for comparative design studies of best shape and layout of mining excavations.

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.

Similar content being viewed by others

Abbreviations

σ1:

major principal component of the applied stress

σ3:

minor principal component of the applied stress

k :

σ3/σ1

σt :

uniaxial tensile strength of the material

ψt :

critical crack orientation

μ:

coefficient of internal friction between crack faces

V :

voltage

p :

mean vertical nominal stress

S :

stope width

P :

pillar width

References

  1. Ryder, J. A. and Officer, N. C., “An Elastic Analysis of Strata Movement Observed in the Vicinity of Inclined Excavation,” Symposium on Rock Mechanics and Strata Control in Mines, South African Institute of Mining and Metallurgy, Johannesburg (1965), pp. 168–193.

  2. Bieniawski, Z. T., “Mechanism of Brittle Fracture of Rock, Part I, II and III,”Intl. Jnl. Rock Mech. and Mining Sci.,4 (4),395–430 (October1967).

    Google Scholar 

  3. Hoek, E. andBieniawski, Z. T., “Brittle Fracture Propagation in Rock under Compression,”Intl. Jnl. Fracture Mech.,1 (3),137–155 (September 1965).

    Google Scholar 

  4. Griffith, A. A., “Theory of Rupture,” Intl. Congr. Appl. Mech., ed. Biezeno and Burgers, J. Waltman, Jr., Press, Delft, 55–63 (1925).

  5. McClintock, F. A., and Walsh, J. B., “Friction on Griffith Cracks in Rock under Pressure,” Proc. Fourth U. S. Congr. Appl. Mech., Am. Soc. Mech. Engrs., New York, 1015–1021 (1963).

  6. Leven, M. M., “Epoxy Resins for Photoelastic Use,”Photoelasticity, ed., Frocht, Pergamon Press, New York, 145–165 (1963).

    Google Scholar 

  7. Hoek, E., andBieniawski, Z. T., “Application of the Photoelastic Coating Technique to Study of Stress Redistribution Associated with Plastic Flow around Notches, Jnl. S. Afr. Inst. Mech. Engrs.,12 (9),275–287 (June 1963).

    Google Scholar 

  8. Hoek, E., “A Photoelastic Technique for Determination of Potential Fracture Zones in Rock Structures,”Failure and Breakage of Rock, ed. C. Fairhurst, Am. Inst. Min. Metall. Petr. Engrs., New York, 94–112 (1967).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

C. P. G. Van Tonder was Research Officer in the Division at the time when this study was conducted.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Bieniawski, Z.T., Van Tonder, C.P.G. A photoelastic-model study of stress distribution and rock fracture around mining excavations. Experimental Mechanics 9, 75–81 (1969). https://doi.org/10.1007/BF02326677

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02326677

Keywords

Navigation