Skip to main content

Does G0 of Granular Materials Carry Information on Their Particle Characteristics?

  • Conference paper
  • First Online:
Micro to MACRO Mathematical Modelling in Soil Mechanics

Part of the book series: Trends in Mathematics ((TM))

Abstract

Small strain elastic properties, such as G0, are used to model the soil behaviour under dynamic and static loading. In granular materials, these depend mainly on effective stress and density. However, the influence of particle morphology on G0 cannot be neglected. This paper presents series of laboratory experiments on different granular materials using resonant column apparatus and bender elements. The combined effect of particle morphology, size and distribution of glass ballotini and quartz sands was investigated by using micro-mechanics based analytical model. Experimental results indicate that the A and n parameters of the G0 = A*f (e)*(p′/pr)n relationship are linked to particle size, roughness and shape. Using an analytical model, A and n parameter is expressed as function of particle characteristics. The potential use of G0 to predict particle characteristics is explored in this study.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Hardin, B., Drnevich, V.: Shear modulus and damping in soils: measurement and parameter effects. J. Soil Mech. Found. ASCE. 18(SM6), 603–624 (1972)

    Google Scholar 

  2. Wichtmann, T., Triantafyllidis, T.: On the influence of the grain size distribution curve of quartz sand on the small strain shear modulus Gmax. J. Geotech. Geoenviron. Eng. ASCE. 135(10), 1404–1418 (2009)

    Article  Google Scholar 

  3. Kumar, J., Madhusudhan, B.N.: Dynamic properties of sand from dry to fully saturated states. Geotechnique. 62(1), 45–55 (2012)

    Article  Google Scholar 

  4. Hardin, B.O., Richart, F.E.: Elastic wave velocities in granular soils. J. Soil Mech. Found. Div., Proc. ASCE. 89(SM1), 33–65 (1963)

    Google Scholar 

  5. Jovičić, V., Coop, M.R.: Stiffness of coarse-grained soils at small strains. Geotechnique. 47(3), 545–561 (1997)

    Article  Google Scholar 

  6. Kumar, J., Madhusudhan, B.N.: Effect of relative density and confining pressure on Poisson ratio from bender and extender elements. Geotechnique. 60(7), 630–634 (2010)

    Article  Google Scholar 

  7. Yang, J., Gu, X.Q.: Shear stiffness of granular material at small strains: does it depend on grain size? Geotechnique. 63(2), 165–179 (2013)

    Article  Google Scholar 

  8. Menq, F.Y., Stokoe, K.H.: Linear dynamic properties of sandy and gravelly soils from large-scale resonant tests. In: Di Benedetto, H., Geoffroy, H., Doanh, T., Sauzeat, C. (eds.) Deformation characteristics of geomaterials, pp. 63–71. Swets & Zeitlinger, Lisse, the Netherlands (2003)

    Google Scholar 

  9. Goddard, J.D.: Nonlinear elasticity and pressure-dependent wave speeds in granular media. Proc. R. Soc. Math. Phys. Sci. 430(1878), 105–131 (1990)

    Article  Google Scholar 

  10. Chang, C.S., Misra, A., Sundaram, S.S.: Properties of granular packings under low amplitude cyclic loading. Soil Dyn. Earthq. Eng. 10(4), 201–211 (1991)

    Article  Google Scholar 

  11. Yimsiri, S., Soga, K.: Micromechanics-based stress-strain behaviour of soils at small strains. Geotechnique. 50, 559–571 (2000)

    Article  Google Scholar 

  12. Otsubo, M., O’Sullivan, C., Hanley, K., Sim, W.: The influence of particle surface roughness on elastic stiffness and dynamic response. Géotechnique. 67(5), 452–459 (2016)

    Article  Google Scholar 

  13. Greenwood, J.A., Tripp, J.H.: The elastic contact of rough spheres. J. Appl. Mech. (ASME). 34, 153–159 (1967)

    Article  Google Scholar 

  14. Senetakis, K., Coop, M., Todisco, M.C.: The inter-particle coefficient of friction at the contacts of Leighton Buzzard sand quartz minerals. Soils Found. 53(5), 746–755 (2013)

    Article  Google Scholar 

  15. Senetakis, K., Coop, M.R., Todisco, M.C.: Tangential load-deflection behaviour at the contacts of soil particles. Géotech. Lett. 3(2), 59–66 (2013)

    Article  Google Scholar 

  16. Madhusudhan, B.N., Senetakis, K.: Evaluating use of resonant column in flexural mode for dynamic characterization of Bangalore sand. Soils Found. 56(3), 574–580 (2016)

    Article  Google Scholar 

  17. Senetakis, K., Madhusudhan, B.N.: Dynamics of potential fill–backfill material at very small strains. Soils Found. 55(5), 1196–1210 (2015)

    Article  Google Scholar 

  18. Mindlin, R.D.: Compliance of elastic bodies in contact. J. Appl. Mech. 16, 259 (1949)

    MathSciNet  MATH  Google Scholar 

  19. Shi, X., Polycarpou, A.A.: Measurement and modeling of normal contact stiffness and contact damping at the meso scale. J. Vib. Acoust. 127, 52–60 (2005)

    Article  Google Scholar 

  20. Krumbein, W.C., Sloss, L.L.: Stratigraphy and sedimentation, 2nd edn. Freeman, San Francisco (1963)

    Google Scholar 

Download references

Acknowledgments

We acknowledge Indian Institute of Science, Bangalore, India, Faculty of Engineering and the Environment of the University of Southampton and Department of Civil Engg., The University of Hong Kong for providing the facilities to carry out the experimental work.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. N. Madhusudhan .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Madhusudhan, B.N., Todisco, M.C. (2018). Does G0 of Granular Materials Carry Information on Their Particle Characteristics?. In: Giovine, P., Mariano, P., Mortara, G. (eds) Micro to MACRO Mathematical Modelling in Soil Mechanics. Trends in Mathematics. Birkhäuser, Cham. https://doi.org/10.1007/978-3-319-99474-1_24

Download citation

Publish with us

Policies and ethics