Skip to main content
Log in

Energy Partitioning Following Tensile Failure in Three-Point Loading Tests of Nugget Sandstone Specimens

  • Published:
Mining, Metallurgy & Exploration Aims and scope Submit manuscript

Abstract

Beam theory is a proxy for the behavior of intact, deforming roof strata above underground openings. Strong, stiff, intact strata have the ability to store significant strain energy when underground openings have large spans, as is typical of longwall operations. When strata fail, they may release some or all of this strain energy. Released energy is partitioned between fracture, thermal, and seismic energy. The tensile failure surface in simply supported beams is predicted to be free of shear stress. This prediction and the kinematic inability of crack slip during fracture make significant dissipation of energy by friction unlikely.

In this study, the failure energy partitioning of Nugget Sandstone specimens is examined. Tensile fractures in specimens were induced using three-point loading tests. Elastic waves emanating from fracture events were recorded using an array of accelerometers. Accelerometers were placed within two crack lengths of the fracture surface, and the acceleration records are similar to strong motion seismic records. Spectral analysis was performed and used to develop synthetic, well-behaved, acceleration signals. Synthetic velocity signals were used to estimate radiated seismic energy generated by fracture. These estimates of radiated seismic energy demonstrate a potential means to constrain the minimum seismic partition. Fracture testing was performed on additional samples to estimate the fracture toughness of the sandstone. Synthesis of this data demonstrate a potential means to constrain a maximum seismic partition. Bounding the seismic partition for this type of fracture event could aid the detection and evaluation of seismicity emanating from longwall operations. Having better information about the location and magnitude of mining-induced seismicity within longwall overburdens could lead to better understanding of extraction sequencing and rock behavior in general. These energy estimates also support the hypothesis that dissipation of thermal energy by friction is small in bending tensile failure.

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

Similar content being viewed by others

References

  1. Weyher RD (2019) Applied energy analysis of elastic deformation and brittle failure of strata. M.S. thesis university of utah, Salt Lake City

    Google Scholar 

  2. Guzmán C, Torres D, Hucailuk C, Filipussi D (2015) Analysis of the acoustic emission in a reinforced concrete beam using a four point bending test. Procedia Materials Science 8:148–154

    Article  Google Scholar 

  3. Linzer L, Mhamdi L, Schumacher T (2015) Application of a moment tensor inversion code developed for mining-induced seismicity to fracture monitoring of civil engineering materials. J Appl Geophys 112:256–267

    Article  Google Scholar 

  4. Agioutantis Z, Kaklis K, Mavrigiannakis S, Verigakis M, Vallianatos F, Saltas V (2015) The potential of acoustic emissions from three point bending tests as rock failure precursors. Int J Min Sci Technol 26 (1):155–160

    Article  Google Scholar 

  5. Lockley MG, Tedrow AR, Chamberlain KC, Minter NJ, Lim J (2011) Footprints and invertebrate traces from a new site in the Nugget Sandstone (Lower Jurassic) of Idaho: implications for life in the northern reaches of the Great Navajo-Nugget erg system in the western USA. Foss Rec 3:344–356

    Google Scholar 

  6. Sansom PJ (1992) Sedimentology of the Navajo Sandstone, Southern Utah, USA. Ph.D. thesis Wolfson college, oxford

    Google Scholar 

  7. Sprinkel DA, Kowallis BJ, Jensen PH (2011) Correlation and age of the Nugget Sandstone and Glen Canyon Group, Utah. In: Sevier thrust belt: northern and Central Utah and adjacent areas, Utah Geological Association Publication, vol 40, pp 131–149

  8. ASTM C 78-02 (2002) Standard test method for flexural strength of concrete (using simple beam with three-point loading). West Conshohocken. PA: ASTM International

  9. Hibbeler RC (2005) Mechanics of materials, 6th. Prentice Hall, Englewood Cliffs

    Google Scholar 

  10. Pariseau WG (2012) Design analysis in rock mechanics, 2nd. CRC Press, Boca Raton

    Google Scholar 

  11. Luo YL, Ren L, Xie LZ, Ai T, He B (2005) Fracture behavior investigation of a typical sandstone under mixed-mode I/II loading using the notched deep beam bending method. Rock Mech Rock Eng 50:1987–2005

    Article  Google Scholar 

  12. Fett T (1998) Stress intensity factors and weight functions for special crack problems. Institut für Materialforschung, Forschungszentrum Karlsruhe GmbH, Karlsruhe

    Google Scholar 

  13. Shearer PM (2009) Introduction to seismology, 2nd. Cambridge University Press, Cambridge

    Book  Google Scholar 

  14. Boggs Jr S (2009) Petrology of sedimentary rocks, 2nd. Cambridge University Press, Cambridge

    Book  Google Scholar 

  15. ASTM D 2845-00 (2000) Standard test method for laboratory determination of pulse velocities and ultrasonic elastic constants of rock. West Conshohocken. PA: ASTM International

  16. Havskov J, Bormann P, Johannes S (2011) Seismic source location. Information sheet IS 11.1 Potsdam, Germany: German Research Centre for Geosciences

  17. Jaeger JC, Cook NGW (1969) Fundamentals of rock mechanics, 1st. Methuen and Company, London

    Google Scholar 

  18. Schock RN, Abey AE, Bonner BP, Duba A, Heard HC (1973) Mechanical properties of Nugget Sandstone. Lawrence livermore laboratory. Livermore, California: University of California. URCL-51447

  19. Salvati P (2017) The examination of fracture behavior in anisotropic rock with digital image correlation. M.S. thesis University of Louisiana at Lafayette. Lafayette, Louisiana

  20. Gastwirth JL, Gel YR, Miao W (343) The impact of Levene’s test of equality of variances on statistical theory and practice. Stat Sci 24(3)

  21. Derrick B, Toher D, White P (2016) Why Welch’s test is type I error robust. Quant Methods Psychol 12(1):30–38

    Article  Google Scholar 

  22. Tull JE (1987) SAC - seismic analysis code. Tutorial guide for new users. Lawrence Livermore Laboratory. Livermore, California: University of California. UCRL-MA-112835

  23. Brigham EO (1973) The fast Fourier transform, 1st. Prentice Hall, Englewood Cliffs

    MATH  Google Scholar 

  24. Scholz CH (2002) The mechanics of earthquakes and faulting, 2nd. Cambridge University Press, Cambridge

    Book  Google Scholar 

  25. Stoeckhert F, Molenda M, Brenne S, Alber M (2015) Fracture propagation in snadstone and slate - laboratory experiments, acoustic emissions and fracture mechanics. J Rock Mech Geotech Eng 7:237–249

    Article  Google Scholar 

  26. Zhou Z, Cai X, Ma D, Cao W, Chen L, Zhou J (2018) Effects of water content on fracture and mechanical behavior of sandstone with a low clay mineral content. Eng Fract Mech 193: 47–65

    Article  Google Scholar 

Download references

Acknowledgments

The support of NIOSH is thankfully acknowledged.

Funding

Funding for this research was provided by the National Institute for Occupational Health and Safety (NIOSH).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to R. D. Weyher.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Disclaimer

The findings in this paper are those of the authors and should not be construed to represent any agency determination or policy.

The National Institute for Safety and Health (NIOSH) generously provided financial support for this research under NIOSH BAA 2016-N-17733. The findings in this paper are those of the authors and should not be construed to represent any agency determination or policy.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Weyher, R.D., McCarter, M.K. & Wempen, J.M. Energy Partitioning Following Tensile Failure in Three-Point Loading Tests of Nugget Sandstone Specimens. Mining, Metallurgy & Exploration 37, 1499–1515 (2020). https://doi.org/10.1007/s42461-020-00244-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s42461-020-00244-3

Keywords

Navigation