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M. C. R. Davies

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. Anastasopoulos, I. / Gazetas, G. / Bransby, M. F. / Davies, M. C. R. / Nahas, A. El (2007): Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 8 (August 2007).

    https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(943)

  2. Le, B. T. / Nguyen, T. T. T. / Divall, S. / Davies, M. C. R. (2023): A study on large volume losses induced by EBPM tunnelling in sandy soils. In: Tunnelling and Underground Space Technology, v. 132 (February 2023).

    https://doi.org/10.1016/j.tust.2022.104847

  3. Bridle, R. J. / Davies, M. C. R. (1997): Analysis of Soil Nailing Using Tension and Shear: Experimental Observations and Assessment.. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 125, n. 3 (July 1997).

    https://doi.org/10.1680/igeng.1997.29466

  4. Davies, M. C. R. / Hughes, T. G. / Taunton, P. R. (1998): Centrifuge Testing of Model Masonry Arch Bridges.. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 131, n. 3 (July 1998).

    https://doi.org/10.1680/igeng.1998.30469

  5. Davies, M. C. R. / Parry, R. H. G. (1985): Centrifuge Modelling of Embankments on Clay Foundations. In: Soils and Foundations, v. 25, n. 4 (December 1985).

    https://doi.org/10.3208/sandf1972.25.4_19

  6. Newson, T. A. / Davies, M. C. R. (1996): A Rotational Hardening Constitutive Model for Anisotropically Consolidated Clay. In: Soils and Foundations, v. 36, n. 3 (September 1996).

    https://doi.org/10.3208/sandf.36.3_13

  7. Davies, M. C. R. (2007): A new beginning forGround Improvement. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 11, n. 4 (October 2007).

    https://doi.org/10.1680/grim.2007.11.4.179

  8. Davies, M. C. R. / Jacobs, C. D. / Bridle, R. J. (1993): An experimental investigation of soil nailing. Presented at: Retaining Structures, Robinson College, Cambridge, 20-23 July 1992.
  9. Hughes, T. G. / Davies, M. C. R. / Taunton, P. R. (1998): Small scale modelling of brickwork arch bridges using a centrifuge. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 128, n. 1 (February 1998).

    https://doi.org/10.1680/istbu.1998.30034

  10. Burroughs, P. / Hughes, T. G. / Hee, S. / Davies, M. C. R. (2002): Passive pressure development in masonry arch bridges. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 152, n. 4 (November 2002).

    https://doi.org/10.1680/stbu.2002.152.4.331

  11. Anastasopoulos, I. / Callerio, A. / Bransby, M. F. / Davies, M. C. R. / Nahas, A. El / Faccioli, E. / Gazetas, G. / Masella, A. / Paolucci, R. / Pecker, A. / Rossignol, E. (2008): Numerical analyses of fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008).

    https://doi.org/10.1007/s10518-008-9078-1

  12. Bransby, M. F. / Davies, M. C. R. / Nahas, A. El. (2008): Centrifuge modelling of normal fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008).

    https://doi.org/10.1007/s10518-008-9079-0

  13. Bransby, M. F. / Davies, M. C. R. / Nahas, A. El / Nagaoka, S. (2008): Centrifuge modelling of reverse fault–foundation interaction. In: Bulletin of Earthquake Engineering, v. 6, n. 4 (August 2008).

    https://doi.org/10.1007/s10518-008-9080-7

  14. Burroughs, P. O. / Baralos, P. / Hugues, T. G. / Davies, M. C. R. (2001): Serviceability load effects on masonry arch bridges. Presented at: ARCH'01. 3ème conférence sur les ponts en arc.
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