Effect of Grain Content on the Sandstone Properties Using Biconcave Bond Model of DEM

  • Chia-Chi Chiu
  • Shi-Feng Chen
  • Meng-Chia Weng
Conference paper
Part of the Sustainable Civil Infrastructures book series (SUCI)


This study adopted the biconcave bond model of DEM (Discrete element method) to investigate the mechanical behavior of sandstone. The biconcave bond model is capable of simulating the cementation between non-contact grains of sandstone with high porosity. It also links the micro parameters and macro material properties. The biconcave bond model incorporated with grain-matrix structure was used to investigate the influence of grain and matrix on sandstone behavior. The simulation shows that the stress-strain curves fit experiment result well. In addition, the sensitivity analysis of GAR (Grain area ratio) and porosity shows that the simulation of UCS and Young’s modulus agree well with the empirical equation.



The authors would like to thank the Ministry of Science and Technology, Taiwan, for financially supporting this research under Contract No. MOST 104-2116-M-002-024.


  1. Bell, F.G.: The physical and mechanical properties of the fell sandstones, Northumberland, England. Eng. Geol. (1978). Scholar
  2. Bell, F.G., Culshaw, M.G.: Petrographic and engineering properties of sandstones from the Sneinton Formation, Nottinghamshire, England. Q. J. Eng. Geol.Hydrogeol. (1998). Scholar
  3. Bell, F.G., Lindsay, P.: The petrographic and geomechanical properties of some sandstones from the Newspaper Member of the Natal Group near Durban, South Africa. Eng. Geol. (1999). Scholar
  4. Clough, G.W.: Cemented sands under static loading. J. Geotech. Eng. Division 107(6), 799–817 (1981)Google Scholar
  5. Chiu, C.C., et al.: A biconcave-shaped bonding model for DEM. In: The Twenty-Sixth KKHTCNN Symposium on Civil Engineering. University Town, Singapore, G-1-4 (2013) Google Scholar
  6. Chiu, C.C., et al.: Biconcave bond model for cemented granular material. J. Geoeng. (2015). Scholar
  7. Chiu, C.C., et al.: Characterization of clastic rock using a biconcave bond model of DEM. Int. J. Numer. Anal. Meth. Geomech. (2016). Scholar
  8. Dobereiner, L., Freitas, M.H.: Geotechnical properties of weak sandstones. Géotechnique (1986). Scholar
  9. Dyke, C.G., Dobereiner, L.: Evaluating the strength and deformability of sandstones. Q. J. Eng. Geol. Hydrogeol. (1991). Scholar
  10. Dvorkin, J., et al.: The effect of cementation on the elastic properties of granular material. Mech. Mater. (1991). Scholar
  11. Ersoy, A., Waller, M.D.: Textural characterisation of rocks. Eng. Geol. (1995). Scholar
  12. Gunsallus, K.L., Kulhawy, F.H.: A comparative evaluation of rock strength measures. Int. J. Rock Mech. Min. Sci. (1984). Scholar
  13. Hatzor, Y.H., Palchik, V.: A microstructure-based failure criterion for Aminadav dolomites. Int. J. Rock Mech. Min. Sci. (1998a). Scholar
  14. Hatzor, Y.H., Palchik, V.: The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int. J. Rock Mech. Min. Sci. (1997). Scholar
  15. Hatzor, Y.H., Palchik, V.: A microstructure-based failure criterion for Aminadav dolomites. Int. J. Rock Mech. Min. Sci. (1998b). Scholar
  16. Howarth, D.F., Rowlands, J.C.: Quantitative assessment of rock texture and correlation with drillability and strength properties. Rock Mech. Rock Eng. (1987). Scholar
  17. Hsieh, Y.M., et al.: Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties-Revealed by bonded-particle model. Eng. Geol. (2008). Scholar
  18. Jeng, F.S., et al.: Deformational characteristics of weak sandstone and impact to tunnel deformation. Tunn. Undergr. Space Technol. (2002). Scholar
  19. Jeng, F.S., et al.: Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan. Eng. Geol. (2004). Scholar
  20. Palchik, V.: Influence of porosity and elastic modulus on uniaxial compressive strength in soft brittle porous sandstones. Rock Mech. Rock Eng. (1999). Scholar
  21. Potyondy, D.O., Cundall, P.A.: A bonded-particle model for rock. Int. J. Rock Mech. Min. Sci. (2004). Scholar
  22. Smart, B.G.D., et al.: Progress towards establishing relationships between the mineralogy and physical properties of coal measures rocks. Int. J. Rock Mech. Min. Sci. (1982). Scholar
  23. Singh, S.K.: Relationship among fatigue strength, mean grain size and compressive strength of a rock. Rock Mech. Rock Eng. (1988). Scholar
  24. Sabatakakis, N., et al.: Index properties and strength variation controlled by microstructure for sedimentary rocks. Eng. Geol. (2008). Scholar
  25. Tiryaki, B.: Predicting intact rock strength for mechanical excavation using multivariate statistics, artificial neural networks, and regression trees. Eng. Geol. (2008). Scholar
  26. Weng, M.C., et al.: Characterizing the deformation behavior of tertiary sandstones. Int. J. Rock Mech. Min. Sci. (2005). Scholar
  27. Weng, M.C., Li, H.H.: Relationship between the deformation characteristics and microscopic properties of sandstone explored by the bonded-particle model. Int. J. Rock Mech. Min. Sci. (2012). Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringNational Taiwan UniversityTaipeiTaiwan
  2. 2.Department of Civil EngineeringNational Chiao Tung UniversityHinchuTaiwan

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