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Advances in Civil Engineering
Volume 2018, Article ID 4068918, 10 pages
https://doi.org/10.1155/2018/4068918
Research Article

An Experimental Study on Cracking Behavior of Precracked Sandstone Specimens under Seepage Pressure

1School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
2School of Civil, Environmental and Mining Engineering, The University of Western Australia, Perth, WA 6009, Australia

Correspondence should be addressed to Qibin Lin; nc.ude.usc@nilbq

Received 13 November 2017; Accepted 17 January 2018; Published 11 March 2018

Academic Editor: Constantin Chalioris

Copyright © 2018 Qibin Lin et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. C. H. Park and A. Bobet, “Crack coalescence in specimens with open and closed flaws: a comparison,” International Journal of Rock Mechanics & Mining Sciences, vol. 46, no. 5, pp. 819–829, 2009. View at Publisher · View at Google Scholar · View at Scopus
  2. A. V. Dyskin, E. Sahouryeh, R. J. Jewell, H. Joer, and K. B. Ustinov, “Influence of shape and locations of initial 3-D cracks on their growth in uniaxial compression,” Engineering Fracture Mechanics, vol. 70, no. 15, pp. 2115–2136, 2003. View at Publisher · View at Google Scholar · View at Scopus
  3. S. Q. Yang and H. W. Jing, “Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression,” International Journal of Fracture, vol. 168, no. 2, pp. 227–250, 2011. View at Publisher · View at Google Scholar · View at Scopus
  4. H. Lin, W. Xiong, and Q. X. Yan, “Three-dimensional effect of tensile strength in the standard Brazilian test considering contact length,” Geotechnical Testing Journal, vol. 39, no. 1, pp. 137–143, 2016. View at Publisher · View at Google Scholar · View at Scopus
  5. B. Shen, “The mechanism of fracture coalescence in compression-experimental study and numerical simulation,” Engineering Fracture Mechanics, vol. 51, no. 1, pp. 73–85, 1995. View at Publisher · View at Google Scholar · View at Scopus
  6. L. N. Y. Wong and H. H. Einstein, “Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation,” Rock Mechanics & Rock Engineering, vol. 42, no. 3, pp. 475–511, 2009. View at Publisher · View at Google Scholar · View at Scopus
  7. L. N. Y. Wong and H. H. Einstein, “Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression,” International Journal of Rock Mechanics & Mining Sciences, vol. 46, no. 2, pp. 239–249, 2009. View at Publisher · View at Google Scholar · View at Scopus
  8. A. Bobet and H. H. Einstein, “Fracture coalescence in rock-type materials under uniaxial and biaxial compression,” International Journal of Rock Mechanics & Mining Sciences, vol. 35, no. 7, pp. 863–888, 1998. View at Publisher · View at Google Scholar
  9. S. Q. Yang, D. S. Yang, H. W. Jing, Y. H. Li, and S. Y. Wang, “An experimental study of the fracture coalescence behaviour of brittle sandstone specimens containing three fissures,” Rock Mechanics & Rock Engineering, vol. 45, no. 4, pp. 563–582, 2012. View at Publisher · View at Google Scholar · View at Scopus
  10. X. P. Zhou, H. Cheng, and Y. F. Feng, “An experimental study of crack coalescence behaviour in rock-like materials containing multiple flaws under uniaxial compression,” Rock Mechanics & Rock Engineering, vol. 47, no. 6, pp. 1961–1986, 2014. View at Publisher · View at Google Scholar · View at Scopus
  11. R. H. Cao, P. Cao, H. Lin, C.-z. Pu, and K. Ou, “Mechanical behavior of brittle rock-like specimens with pre-existing fissures under uniaxial loading: experimental studies and particle mechanics approach,” Rock Mechanics & Rock Engineering, vol. 49, no. 3, pp. 763–783, 2016. View at Publisher · View at Google Scholar · View at Scopus
  12. R. H. Cao, P. Cao, X. Fan, X. Xiong, and H. Lin, “An experimental and numerical study on mechanical behavior of ubiquitous-joint brittle rock-like specimens under uniaxial compression,” Rock Mechanics & Rock Engineering, vol. 49, no. 11, pp. 1–20, 2016. View at Publisher · View at Google Scholar · View at Scopus
  13. H. Wang, H. Lin, and P. Cao, “Correlation of UCS rating with Schmidt hammer surface hardness for rock mass classification,” Rock Mechanics and Rock Engineering, vol. 50, no. 1, pp. 195–203, 2017. View at Publisher · View at Google Scholar · View at Scopus
  14. M. Bahaaddini, G. Sharrock, and B. K. Hebblewhite, “Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression,” Computers & Geotechnics, vol. 49, no. 20, pp. 206–225, 2013. View at Publisher · View at Google Scholar · View at Scopus
  15. R. H. C. Wong, P. Lin, and C. A. Tang, “Experimental and numerical study on splitting failure of brittle solids containing single pore under uniaxial compression,” Mechanics of Materials, vol. 38, no. 1-2, pp. 142–159, 2006. View at Publisher · View at Google Scholar · View at Scopus
  16. X. P. Zhang and L. N. Y. Wong, “Cracking processes in rock-like material containing a single flaw under uniaxial compression: a numerical study based on parallel bonded-particle model approach,” Rock Mechanics & Rock Engineering, vol. 45, no. 5, pp. 711–737, 2012. View at Publisher · View at Google Scholar · View at Scopus
  17. Y. L. Zhao, P. Cao, H. Lin et al., “Rheologic fracture mechanism and failure criterion of rock cracks under compressive-shear load with seepage water pressure,” Chinese Journal of Geotechnical Engineering, vol. 30, no. 4, pp. 511–517, 2008. View at Google Scholar
  18. Z. H. Zhou, P. Cao, and Z. Y. Ye, “Crack propagation mechanism of compression-shear rock under static-dynamic loading and seepage water pressure,” Journal of Central South University, vol. 21, no. 4, pp. 1565–1570, 2014. View at Publisher · View at Google Scholar · View at Scopus
  19. L. Li, Q. Meng, S. Wang, G. Li, and C. Tang, “A numerical investigation of the hydraulic fracturing behaviour of conglomerate in Glutenite formation,” Acta Geotechnica, vol. 8, no. 6, pp. 597–618, 2013. View at Publisher · View at Google Scholar · View at Scopus
  20. Q. Liu, J. Xu, X. Liu, J. Jiang, and B. Liu, “The role of flaws on crack growth in rock-like material assessed by AE technique,” International Journal of Fracture, vol. 193, no. 2, pp. 1–17, 2015. View at Publisher · View at Google Scholar · View at Scopus
  21. J. C. Newman and I. S. Raju, “An empirical stress-intensity factor equation for the surface crack,” Engineering Fracture Mechanics, vol. 15, no. 1, pp. 185–192, 1981. View at Publisher · View at Google Scholar · View at Scopus
  22. S. Q. Yang, Y. H. Dai, L. J. Han, and Z. Q. Jin, “Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression,” Engineering Fracture Mechanics, vol. 76, no. 12, pp. 1833–1845, 2009. View at Publisher · View at Google Scholar · View at Scopus