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Experimental Study on Damage Behavior of Rock in Compression–Tension Cycle Test Using 3D Digital Image Correlation

  • Yang Tang
  • Seisuke Okubo
  • Jiang Xu
  • Shoujian Peng
Technical Note
  • 76 Downloads

Introduction

Understanding the mechanical properties of rock is essential for rock engineering, and uniaxial compressive strength (UCS) is the most widely used index for rock properties. Many scholars have investigated rock behaviors in the uniaxial compression condition under different stress paths, such as monotonous loading (Pepe et al. 2017; Taheri and Munoz 2016; Xue 2015), cyclic loading (Meng et al. 2018; Munoz and Taheri 2017; Song et al. 2016), and constant loading (creep or relaxation) (Hashiba and Fukui 2016; Okubo et al. 1991, 2010). Furthermore, tension properties are as important as compression properties to estimate the stability of rock structures. Although a direct tension test is difficult to conduct, some research results have been reported. Okubo and Fukui (1996) obtained complete stress–strain curves of different types of rocks based on a new control method. Yang et al. (2015) investigated the damage mechanisms of granite under uniaxial tension using the digital...

Keywords

Compression–tension cycle test Crack propagation Strain localization Damage behavior Three-dimensional digital image correlation 

Notes

Acknowledgements

The authors would like to thank the National Natural Science Foundation of China (51434003), Basic and Frontier Research Projects of Chongqing (cstc2016jcyjA0117), and Fundamental Research Funds for the Central Universities (106112017CDJQJ248825).

References

  1. Fukui K, Okubo S, Shimizu T (1998) Failure process of rock in uniaxial tension. Shigen Sozai 114(12):925–930CrossRefGoogle Scholar
  2. Hashiba K, Fukui K (2015) Effect of water on the deformation and failure of rock in uniaxial tension. Rock Mech Rock Eng 48(5):751–1761CrossRefGoogle Scholar
  3. Hashiba K, Fukui K (2016) Time-dependent behaviors of granite: loading-rate dependence, creep, and relaxation. Rock Mech Rock Eng 49(7):2569–2580CrossRefGoogle Scholar
  4. Hawkes I, Mellor M (1970) Uniaxial testing in rock mechanics laboratories. Eng Geol 4(3):179–285CrossRefGoogle Scholar
  5. Hawkes I, Mellor M, Gariepy S (1973) Deformation of rocks under uniaxial tension. Int J Rock Mech Min Sci 10(6):493–507CrossRefGoogle Scholar
  6. Lei M, Hashiba K, Okubo S, Fukui K (2008) Loading rate dependency of complete stress-strain curve of various rock types. In: Proceedings of the 14th world conference on earthquake engineering, BeijingGoogle Scholar
  7. Meng Q, Zhang M, Han L, Pu H, Chen Y (2018) Acoustic emission characteristics of red sandstone specimens under uniaxial cyclic loading and unloading compression. Rock Mech Rock Eng 51(4):969–988CrossRefGoogle Scholar
  8. Munoz H, Taheri A (2017) Local damage and progressive localisation in porous sandstone during cyclic loading. Rock Mech Rock Eng 50(12):3253–3259CrossRefGoogle Scholar
  9. Munoz H, Taheri A, Chanda EK (2016) Pre-peak and post-peak rock strain characteristics during uniaxial compression by 3D digital image correlation. Rock Mech Rock Eng 49(7):2541–2554CrossRefGoogle Scholar
  10. Munoz H, Taheri A, Chanda EK (2017) Rock cutting performance assessment using strain energy characteristics of rocks. Trans Inst Min Metall A Min Technol 126(4):191–199Google Scholar
  11. Okubo S, Fukui K (1996) Complete stress-strain curves for various rock types in uniaxial tension. Int J Rock Mech Min Sci 33(6):549–556CrossRefGoogle Scholar
  12. Okubo S, Nishimatsu Y, Fukui K (1991) Complete creep curves under uniaxial compression. Int J Rock Mech Min Sci 28(1):77–82CrossRefGoogle Scholar
  13. Okubo S, Fukui K, Qi Q (2006) Uniaxial compression and tension tests of anthracite and loading rate dependence of peak strength. Int J Coal Geol 68(3–4):196–204CrossRefGoogle Scholar
  14. Okubo S, Fukui K, Hashiba K (2010) Long-term creep of water-saturated tuff under uniaxial compression. Int J Rock Mech Min Sci 47(5):839–844CrossRefGoogle Scholar
  15. Pepe G, Mineo S, Pappalardo G, Cevasco A (2017) Relation between crack initiation-damage stress thresholds and failure strength of intact rock. Bull Eng Geol Environ (4):1–16Google Scholar
  16. Royer-Carfagni G, Salvatore W (2000) The characterization of marble by cyclic compression loading: experimental results. Mech Cohes Frict Mater 5:535–563CrossRefGoogle Scholar
  17. Song H, Zhang H, Kang Y, Huang G, Fu D, Qu C (2013) Damage evolution study of sandstone by cyclic uniaxial test and digital image correlation. Tectonophysics 608:1343–1348CrossRefGoogle Scholar
  18. Song H, Zhang H, Fu D, Zhang Q (2016) Experimental analysis and characterization of damage evolution in rock under cyclic loading. Int J Rock Mech Mining Sci 88:157–164CrossRefGoogle Scholar
  19. Stimpson B, Chen R (1993) Measurement of rock elastic moduli in tension and in compression and its practical significance. Can Geotech J 30(2):338–347CrossRefGoogle Scholar
  20. Sutton MA, Matta F, Rizos D, Ghorbani R, Rajan S, Mollenhauer DH, Schreier HW, Lasprilla AO (2017) Recent progress in digital image correlation: background and developments since the 2013 WM Murray lecture. Exp Mech 57(1):1–30CrossRefGoogle Scholar
  21. Taheri A, Munoz H (2016) Pre-peak damage thresholds of different rocks in confined and unconfined conditions. In: International conference on geomechanics, geo-energy and geo-resources. Melbourne, AustraliaGoogle Scholar
  22. Tang Z, Liang J, Xiao Z, Guo C, Hu H (2010) Three-dimensional digital image correlation system for deformation measurement in experimental mechanics. Opt Eng 49(10):1291–1298CrossRefGoogle Scholar
  23. Xie H, Li L, Peng R, Ju Y (2009) Energy analysis and criteria for structural failure of rocks. J Rock Mech Geotech Eng 1(01):11–20CrossRefGoogle Scholar
  24. Xue L (2015) A potential stress indicator for failure prediction of laboratory-scale rock samples. Arab J Geosci 8(6):3441–3449CrossRefGoogle Scholar
  25. Yang G, Cai Z, Zhang X, Fu D (2015) An experimental investigation on the damage of granite under uniaxial tension by using a digital image correlation method. Opt Lasers Eng 73(1):46–52CrossRefGoogle Scholar
  26. Yu X, Gama C, Na Y, Wang Q, Xie Q (2005) Deformation behaviour of rocks under compression and direct tension. J S Afr Inst Min Metall 105(1): 55–62Google Scholar

Copyright information

© Springer-Verlag GmbH Austria, part of Springer Nature 2018

Authors and Affiliations

  1. 1.State Key Laboratory of Coal Mine Disaster Dynamics and ControlChongqing UniversityChongqingChina
  2. 2.State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas SeamChongqing UniversityChongqingChina

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