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M. R. Coop

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Fonseca, J. / O'Sullivan, C. / Coop, M. R. / Lee, P. D. (2013): Quantifying the evolution of soil fabric during shearing using directional parameters. In: Géotechnique, v. 63, n. 6 (May 2013).

    https://doi.org/10.1680/geot.12.P.003

  2. Klotz, E. U. / Coop, M. R. (2001): An investigation of the effect of soil state on the capacity of driven piles in sands. In: Géotechnique, v. 51, n. 9 (November 2001).

    https://doi.org/10.1680/geot.2001.51.9.733

  3. Cuccovillo, T. / Coop, M. R. (1997): The measurement of local axial strains in triaxial tests using LVDTs. In: Géotechnique, v. 47, n. 1 (February 1997).

    https://doi.org/10.1680/geot.1997.47.1.167

  4. Consoli, N. C. / Casagrande, M. D. T. / Coop, M. R. (2007): Performance of a fibre-reinforced sand at large shear strains. In: Géotechnique, v. 57, n. 9 (November 2007).

    https://doi.org/10.1680/geot.2007.57.9.751

  5. Cuccovillo, T. / Coop, M. R. (1999): On the mechanics of structured sands. In: Géotechnique, v. 49, n. 6 (December 1999).

    https://doi.org/10.1680/geot.1999.49.6.741

  6. Rotta, G. V. / Consoli, N. C. / Prietto, P. D. M. / Coop, M. R. / Graham, J. (2003): Isotropic yielding in an artificially cemented soil cured under stress. In: Géotechnique, v. 53, n. 5 (June 2003).

    https://doi.org/10.1680/geot.2003.53.5.493

  7. Jovičić, V. / Coop, M. R. (1997): Stiffness of coarse-grained soils at small strains. In: Géotechnique, v. 47, n. 3 (June 1997).

    https://doi.org/10.1680/geot.1997.47.3.545

  8. Jovičić, V. / Coop, M. R. / Simić, M. (1996): Objective criteria for determining Gmax from bender element tests. In: Géotechnique, v. 46, n. 2 (June 1996).

    https://doi.org/10.1680/geot.1996.46.2.357

  9. Coop, M. R. / Atkinson, J. H. (1993): The mechanics of cemented carbonate sands. In: Géotechnique, v. 43, n. 1 (March 1993).

    https://doi.org/10.1680/geot.1993.43.1.53

  10. Coop, M. R. (1990): The mechanics of uncemented carbonate sands. In: Géotechnique, v. 40, n. 4 (December 1990).

    https://doi.org/10.1680/geot.1990.40.4.607

  11. Fonseca, J. / O'Sullivan, C. / Coop, M. R. / Lee, P. D. (2013): Quantifying the evolution of soil fabric during shearing using scalar parameters. In: Géotechnique, v. 63, n. 10 (August 2013).

    https://doi.org/10.1680/geot.11.P.150

  12. Alvarado, G. / Coop, M. R. (2012): On the performance of bender elements in triaxial tests. In: Géotechnique, v. 62, n. 1 (January 2012).

    https://doi.org/10.1680/geot.7.00086

  13. López-Querol, S. / Coop, M. R. (2012): Drained cyclic behaviour of loose Dogs Bay sand. In: Géotechnique, v. 62, n. 4 (April 2012).

    https://doi.org/10.1680/geot.8.P.105

  14. Nocilla, A. / Coop, M. R. / Colleselli, F. (2006): The mechanics of an Italian silt: an example of ‘transitional’ behaviour. In: Géotechnique, v. 56, n. 4 (May 2006).

    https://doi.org/10.1680/geot.2006.56.4.261

  15. Hight, D. W. / Gasparre, A. / Nishimura, S. / Minh, N. A. / Jardine, R. J. / Coop, M. R. (2007): Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport. In: Géotechnique, v. 57, n. 1 (February 2007).

    https://doi.org/10.1680/geot.2007.57.1.3

  16. Gasparre, A. / Nishimura, S. / Minh, N. A. / Coop, M. R. / Jardine, R. J. (2007): The stiffness of natural London Clay. In: Géotechnique, v. 57, n. 1 (February 2007).

    https://doi.org/10.1680/geot.2007.57.1.33

  17. Coop, M. R. / Sorensen, K. K. / Bodas Freitas, T. / Georgoutsos, G. (2004): Particle breakage during shearing of a carbonate sand. In: Géotechnique, v. 54, n. 3 (April 2004).

    https://doi.org/10.1680/geot.2004.54.3.157

  18. Zhao, B. / Wang, J. / Coop, M. R. / Viggiani, G. / Jiang, M. (2015): An investigation of single sand particle fracture using X-ray micro-tomography. In: Géotechnique, v. 65, n. 8 (August 2015).

    https://doi.org/10.1680/geot.4.P.157

  19. Altuhafi, F. N. / Coop, M. R. (2011): Changes to particle characteristics associated with the compression of sands. In: Géotechnique, v. 61, n. 6 (June 2011).

    https://doi.org/10.1680/geot.9.p.114

  20. Luzzani, L. / Coop, M. R. (2002): On the Relationship between Particle Breakage and the Critical State of Sands. In: Soils and Foundations, v. 42, n. 2 (April 2002).

    https://doi.org/10.3208/sandf.42.2_71

  21. Ponzoni, E. / Nocilla, A. / Coop, M. R. (2017): The behaviour of a gap graded sand with mixed mineralogy. In: Soils and Foundations, v. 57, n. 6 (December 2017).

    https://doi.org/10.1016/j.sandf.2017.08.029

  22. Todisco, M. C. / Wang, W. / Coop, M. R. / Senetakis, K. (2017): Multiple contact compression tests on sand particles. In: Soils and Foundations, v. 57, n. 1 (February 2017).

    https://doi.org/10.1016/j.sandf.2017.01.009

  23. Fonseca, J. / Nadimi, S. / Reyes-Aldasoro, C. C. / O׳Sullivan, C. / Coop, M. R. (2016): Image-based investigation into the primary fabric of stress-transmitting particles in sand. In: Soils and Foundations, v. 56, n. 5 (October 2016).

    https://doi.org/10.1016/j.sandf.2016.08.007

  24. Shipton, B. / Coop, M. R. (2015): Transitional behaviour in sands with plastic and non-plastic fines. In: Soils and Foundations, v. 55, n. 1 (February 2015).

    https://doi.org/10.1016/j.sandf.2014.12.001

  25. Vilhar, G. / Jovičić, V. / Coop, M. R. (2013): The role of particle breakage in the mechanics of a non-plastic silty sand. In: Soils and Foundations, v. 53, n. 1 (February 2013).

    https://doi.org/10.1016/j.sandf.2012.12.006

  26. Shipton, B. / Coop, M. R. (2012): On the compression behaviour of reconstituted soils. In: Soils and Foundations, v. 52, n. 4 (August 2012).

    https://doi.org/10.1016/j.sandf.2012.07.008

  27. Fonseca, J. / O'Sullivan, C. / Coop, M. R. / Lee, P. D. (2012): Non-invasive characterization of particle morphology of natural sands. In: Soils and Foundations, v. 52, n. 4 (August 2012).

    https://doi.org/10.1016/j.sandf.2012.07.011

  28. Bandini, V. / Coop, M. R. (2011): The Influence of Particle Breakage on the Location of the Critical State Line of Sands. In: Soils and Foundations, v. 51, n. 4 (August 2011).

    https://doi.org/10.3208/sandf.51.591

  29. Carrion, M. A. / Coop, M. R. / Nocilla, A. (2019): Assessment of the effects of the structure on the compression behaviour of a young alluvial silty soil. In: Soils and Foundations, v. 59, n. 4 (August 2019).

    https://doi.org/10.1016/j.sandf.2019.04.004

  30. He, H. / Senetakis, K. / Coop, M. R. (2018): Stiffness of a recycled composite aggregate. In: Soil Dynamics and Earthquake Engineering, v. 110 (July 2018).

    https://doi.org/10.1016/j.soildyn.2018.02.001

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