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Strength Anisotropy of Berea Sandstone: Results of X-Ray Computed Tomography, Compression Tests, and Discrete Modeling

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Abstract

Berea sandstone in northern Ohio is a transversely isotropic rock. X-ray CT investigations showed that its internal structure is composed of cross-bedded loose layers and relatively thin tightly packed layers called bedding. Uniaxial compression tests were performed on different Berea sandstone specimens. The uniaxial compressive strength (UCS) decreases with increasing porosity, and also decreases with increasing inclination of the bedding plane relative to horizontal line. Two-dimensional discrete modeling was applied to investigate the micromechanical behavior of Berea sandstone. Different microparameters were assigned to loose and tight layers. The UCS simulation results agree well with the experimental results. At the peak stress, cracks almost always develop in loose layers regardless of the bedding plane orientation. In addition, both normal and shear cracks occur earlier for specimens with a higher inclination angle. No correlations were found between the inclination angle of failure planes and the orientation of bedding planes. The bedding planes of Berea sandstone are not weak planes. The strength anisotropy of Berea sandstone is not significant compared with other rocks such as shale, gneiss, and schist.

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References

  • Al-Harthi AA (1998) Effect of planar structures on the anisotropy of Ranyah sandstone, Saudi Arabia. Eng Geol 50:49–57

    Article  Google Scholar 

  • Autio J, Wanne T, Potyondy D (2002) Particle mechanical simulation of the effect of schistosity on strength and deformation of hard rock. In: Proc 5th North American Rock Mechanics Symposium & 17th Tunneling Association of Canada Conference: NARMS-TAC 2002, Toronto, vol 1, pp 275–282

  • Baud P, Louis L, David C, Rawling GC, Wong TF (2005) Effects of bedding and foliation on mechanical anisotropy, damage evolution and failure mode. Geol Soc London Special Publ 245:223–249

    Article  Google Scholar 

  • Bera B, Mitra SK, Vick D (2011) Understanding the micro structure of Berea Sandstone by the simultaneous use of micro-computed tomography (micro-CT) and focused ion beam-scanning electron microscopy (FIB-SEM). Micron 42:412–418

    Article  Google Scholar 

  • Chiu CC, Wang TT, Weng MC, Huang TH (2013) Modeling the anisotropic behavior of jointed rock mass using a modified smooth-joint model. Int J Rock Mech Min Sci 62:14–22

    Google Scholar 

  • Cho JW, Kim H, Jeon S, Min KB (2012) Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist. Int J Rock Mech Min Sci 50:158–169

    Article  Google Scholar 

  • Dehler W, Labuz JF (2007) Stress path testing of an anisotropic sandstone. J Geotech Geoenviron Eng 133:116–119

    Article  Google Scholar 

  • Fjaer E, Nes OM (2013) Strength anisotropy of Mancos shale. In: Proceedings of 47th US Rock Mechanics/Geomechanics Symposium, San Francisco, Paper No. 519

  • Gatelier N, Pellet F, Loret B (2002) Mechanical damage of an anisotropic porous rock in cyclic triaxial tests. Int J Rock Mech Min Sci 39:335–354

    Article  Google Scholar 

  • ISRM (1979) Suggested methods for determining the uniaxial compressive strength and deformability of rock materials. Int J Rock Mech Min Sci Geomech Abs 16(2):137–140

    Article  Google Scholar 

  • Itasca Consulting Group Inc. (2008) Particle flow code in 2 dimensions, version 4.0. ICG, Minneapolis

  • Lambert C, Coll C (2014) Discrete modeling of rock joints with a smooth-joint contact model. J Rock Mech Geotech Eng 6(1):1–12

    Article  Google Scholar 

  • Lo T, Coyner K, Toksöz M (1986) Experimental determination of elastic anisotropy of Berea sandstone, Chicopee shale, and Chelmsford granite. Geophysics 51(1):164–171

    Article  Google Scholar 

  • Louis L, David C, Metz V, Robion P, Menéndez B, Kissel C (2005) Microstructural control on the anisotropy of elastic and transport properties in undeformed sandstones. Int J Rock Mech Min Sci 42:911–923

    Article  Google Scholar 

  • Louis L, Baud P, Wong TF (2007) Characterization of pore-space heterogeneity in sandstone by X-ray computed tomography. Geol Soc London Special Publ 284:127–146

    Article  Google Scholar 

  • Louis L, Baud P, Wong TF (2009) Microstructural inhomogeneity and mechanical anisotropy associated with bedding in Rothbach sandstone. Pure appl Geophys 166:1063–1087

    Article  Google Scholar 

  • Mas Ivars D, Pierce ME, Darcel C, Reyes-Montes J, Potyondy DO, Young RP, Cundall PA (2011) The synthetic rock mass approach for jointed rock mass modelling. Int J Rock Mech Min Sci 48(2):219–244

    Article  Google Scholar 

  • Matsukura Y, Hashizume K, Oguchi CT (2002) Effect of microstructure and weathering on the strength anisotropy of porous rhyolite. Eng Geol 63:39–47

    Article  Google Scholar 

  • Menéndez B, Zhu WL, Wong TF (1996) Micromechanics of brittle faulting and cataclastic flow in Berea sandstone. J Struct Geol 18(1):1–16

    Article  Google Scholar 

  • Moreno-Atanasio R, Williams RA, Jia XD (2010) Combining X-ray microtomography with computer simulation for analysis of granular and porous materials. Particuology 8:81–99

    Article  Google Scholar 

  • Nasseri MHB, Rao KS, Ramamurthy T (2002) Anisotropic strength and deformational behavior of Himalayan schists. Int J Rock Mech Min Sci 40:3–23

    Article  Google Scholar 

  • Park B, Min KB (2013) Discrete element modeling of transversely isotropic rock. American Rock Mechanics Association. In: Proceedings of 47th US Rock Mechanics/Geomechanics Symposium, San Francisco, Paper No. 490

  • Park B, Min KB (2015) Bonded-particle discrete element modeling of mechanical behavior of transversely isotropic rock. Int J Rock Mech Min Sci 76:243–255

    Google Scholar 

  • Potyondy DO (2015) The bonded-particle model as a tool for rock mechanics research and application: current trends and future directions. Geosystem Eng 18:1–28

    Article  Google Scholar 

  • Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41:1329–1364

    Article  Google Scholar 

  • Schöpfer MPJ, Abe S, Childs C, Walsh JJ (2009) The impact of porosity and crack density on the elasticity, strength and friction of cohesive granular materials: Insights from DEM modelling. Int J Rock Mech Min Sci 46:250–261

    Article  Google Scholar 

  • Tavallali A, Vervoort A (2010) Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions. Int J Rock Mech Min Sci 47:313–322

    Article  Google Scholar 

  • Tien YM, Kuo MC (2001) A failure criterion for transversely isotropic rocks. Int J Rock Mech Min Sci 38:399–412

    Article  Google Scholar 

  • Yang HY, Kim H, Kim K, Kim KY, Min KB (2013) A study of locally changing pore characteristics and hydraulic anisotropy due to bedding of porous sandstone. J Korean Soc Rock Mech 23(3):228–240

    Article  Google Scholar 

  • Yaşar E (2001) Failure and failure theories for anisotropic rocks. In: 17th international mining congress and exhibition of Turkey (IMCET), pp 417–424

  • Yun TS, Jeong YJ, Kim KY, Min KB (2013) Evaluation of rock anisotropy using 3D X-ray computed tomography. Eng Geol 163:11–19

    Article  Google Scholar 

  • Zhang XM, Yang F, Yang JS (2010) Experimental study on anisotropic strength properties of sandstone. Electron J Geotech Eng 15:1325–1335

    Google Scholar 

Download references

Acknowledgments

This research was supported by a Grant from the New and Renewable Energy Program of the Korea Institute of Energy Technology Evaluation and Planning (KETEP), funded by the Ministry of Trade, Industry and Energy of the Korean Government (No. 20133030000240).

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Authors and Affiliations

  1. Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang, 411-712, Korea

    Kwang Yeom Kim & Li Zhuang

  2. University of Science and Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang, 411-712, Korea

    Hwayoung Yang

  3. Department of Energy Resources Engineering, Seoul National University, Gwanak-ro 599, Gwanak-gu, Seoul, 151-744, Korea

    Hanna Kim & Ki-Bok Min

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  1. Kwang Yeom Kim
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  2. Li Zhuang
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  3. Hwayoung Yang
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  4. Hanna Kim
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Correspondence to Li Zhuang.

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Kim, K.Y., Zhuang, L., Yang, H. et al. Strength Anisotropy of Berea Sandstone: Results of X-Ray Computed Tomography, Compression Tests, and Discrete Modeling. Rock Mech Rock Eng 49, 1201–1210 (2016). https://doi.org/10.1007/s00603-015-0820-0

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  • DOI: https://doi.org/10.1007/s00603-015-0820-0

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