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Influence of sedimentary environments on mechanical properties of clastic rocks

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Environmental Geology

Abstract

The sedimentary environments are the intrinsic factor controlling the mechanical properties of clastic rocks. Examining the relationship between rock sedimentary environments and rock mechanical properties gives a better understanding of rock deformation and failure mechanisms. In this study, more than 55 samples in coal measures were taken from seven different lithologic formations in eastern China. Using the optical microscope the sedimentary characteristics, such as components of clastic rocks and sizes of clastic grains were quantitatively tested and analyzed. The corresponding mechanical parameters were tested using the servo-controlled testing system. Different lithologic attributes in the sedimentary rocks sampled different stress–strain behaviors and failure characteristics under different confining pressures, mainly due to different compositions and textures. Results demonstrate that clastic rocks have the linear best-fit for Mohr-Coulomb failure criterion. The elastic moduli in clastic rocks are highly dependent upon confining pressures, unlike hard rocks. The envelope lines of the mechanical properties versus the contents of quartz, detritus of the grain diameter of more than 0.03 mm, and grain size in clastic rocks are given. The compressive strength or elastic modulus and the grain diameter have a non-monotonic relation and demonstrate the “grain-diameter softening” effect.

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References

  • Brace WF (1961) Dependence of fracture strength of rocks on grain size. In: Proceedings of 4th Symp Rock Mech University Park, pp 99–103

  • Brown ET, Bray JW, Santarelli (1989) Influence of stress-dependent elastic moduli on stresses and strains around axisymmetric boreholes. Rock Mech Rock Eng 22:189–203

    Article  Google Scholar 

  • Diirrast H, Siegesmund S (1999) Correlation between rock fabrics and physical properties of carbonate reservoir rocks. Int J Earth Sci 88:392–408

    Article  Google Scholar 

  • Dreyer W (1973) The science of rock mechanics. Part I. The strength properties of rocks. 2nd ed. Series on rock and soil mechanics, vol 1 (1971/1973), No.2 Trans Tech Publications, Clausthal, p 500

  • Eberhardt E, Stimpson B, Stead D (1999) Effects of grain size on the initiation and propagation thresholds of stress-induced brittle fractures. Rock Mech Rock Eng 32(2):81–99

    Article  Google Scholar 

  • Fahy MP, Guccione MJ (1979) Estimating the strength of sandstone using petrographic thin section data. Bull Int Assoc Eng Geol 16(4):467–485

    Google Scholar 

  • Farmer IW (1982) Engineering behaviours of rocks, 2nd edn. Chapman & Hall

  • Fredrich JT, Evans B, Wong TF (1990) Effect of grain size on brittle and semibrittle strength: implications for micromechanical modeling of failure in compression. J Geophys Res 95(B7):10901–10920

    Article  Google Scholar 

  • Haney MG, Shakoor A (1994) The relationship between tensile and compressive strengths for selected sandstones as influenced by index properties and petrographic characteristics. In: Proceedings of 7th Int IAEG Congress, Lisbon, Portugal, vol II, pp 493–500

  • Hatzor YH, Palchik V (1997) The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int J Rock Mech Min Sci Geomech Abstr 34(5):805–816

    Article  Google Scholar 

  • He M, Peng T, Wang Y (1996) Soft rock sedimentary characters and its mechanical effects (in Chinese). Hydrogeol Eng Geol 2:37–39

    Google Scholar 

  • Hugman III RHH, Friedman M (1979) Effects of texture and composition on mechanical behavirour of experimentally deformed carbonate rocks. Assoc Petro Geol Bull 63(9):1478–1489

    Google Scholar 

  • Meng ZP, Peng SP, Li GQ (2003) Influence of lithological characters of coal bearing formation on the coal roof stability (in Chinese). J China Univ Min Tech 13(1):1–6

    Google Scholar 

  • Olsson WA (1974) Grain size dependence of yield stress in marble. J Geophys Res 79(32):4859–4862

    Article  Google Scholar 

  • Onodera TF, Asoka KHM (1980) Relation between texture and mechanical properties of crystalline rocks. Bull Int Assoc Eng Geol 22:173–177

    Google Scholar 

  • Paterson MS (1958) Experimental deformation and faulting in Wombeyan marble. Geol Sco Am Bull 69:465–475

    Article  Google Scholar 

  • Peng SP, Meng ZP (2002) Theory and practice of mining engineering geology (in Chinese). Geological Publ House, Beijing

    Google Scholar 

  • Prikryl R (2001) Some microstructural aspects of strength variation in rocks. Int J Rock Mech Min Sci 38:671–682

    Article  Google Scholar 

  • Robertson EC (1995) Experimental study of the strength of rocks. Bull Geol Soc Am 66:1275–1314

    Article  Google Scholar 

  • Tucker ME (2001) Sedimentary petrology, 3rd edn. Blackwell Publishing,

  • Wong RHC, Chau KT, Wang P (1996) Microcracking and grain size effect in Yuen Long marbles. Int J Rock Mech Min Sci Geomech Abstr 33(5):479–485

    Article  Google Scholar 

  • Xiao S, Yang S (1987) Rockmass mechanics (in Chinese). Geological Publ House, Beijing

    Google Scholar 

  • Yang G, Xie D, Zhang C (1999) CT analysis on mechanic characteristics of damage evolution of rocks (in Chinese). Chin J Rock Mech Eng 18(3):250–254

    Google Scholar 

  • Zhang J, Peng S (2005) Water inrush and environmental impact of shallow seam mining. Environ Geol 48(8):1068–1076

    Article  Google Scholar 

  • Zhou R (1996) Experimental study on mechanical properties of soft rock in Longkou coal mine, Shandong (in Chinese). Chin J Eng Geol 4(4):55–60

    Google Scholar 

Download references

Acknowledgements

This work was supported in part by the Foundation for the Author of National Excellent Doctoral Dissertation of China (No. 2002–47), the Foundation for Doctoral Discipline of State Education Ministry, the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry, and the National Natural Science Foundation of China (No. 40172059).

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Correspondence to Jincai Zhang.

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Meng, Z., Zhang, J. & Peng, S. Influence of sedimentary environments on mechanical properties of clastic rocks. Environ Geol 51, 113–120 (2006). https://doi.org/10.1007/s00254-006-0309-y

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  • DOI: https://doi.org/10.1007/s00254-006-0309-y

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