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D. Muir Wood

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Arroyo, M. / Muir Wood, D. / Greening, P. D. / Medina, L. / Rio, J. (2006): Effects of sample size on bender-based axial G0 measurements. In: Géotechnique, v. 56, n. 1 (Februar 2006).

    https://doi.org/10.1680/geot.2006.56.1.39

  2. Diambra, A. / Russell, A. R. / Ibraim, E. / Muir Wood, D. (2007): Determination of fibre orientation distribution in reinforced sands. In: Géotechnique, v. 57, n. 7 (September 2007).

    https://doi.org/10.1680/geot.2007.57.7.623

  3. Muir Wood, D. / Hu, W. / Nash, D. F. T. (2000): Group effects in stone column foundations: model tests. In: Géotechnique, v. 50, n. 6 (Dezember 2000).

    https://doi.org/10.1680/geot.2000.50.6.689

  4. Arroyo, M. / Muir Wood, D. / Greening, P. D. (2003): Source near-field effects and pulse tests in soil samples. In: Géotechnique, v. 53, n. 3 (April 2003).

    https://doi.org/10.1680/geot.2003.53.3.337

  5. Muir Wood, D. / Belkheir, K. (1994): Strain softening and state parameter for sand modelling. In: Géotechnique, v. 44, n. 2 (Juni 1994).

    https://doi.org/10.1680/geot.1994.44.2.335

  6. Rouainia, M. / Muir Wood, D. (2000): A kinematic hardening constitutive model for natural clays with loss of structure. In: Géotechnique, v. 50, n. 2 (April 2000).

    https://doi.org/10.1680/geot.2000.50.2.153

  7. Muir Wood, D. / Maeda, K. / Nukudani, E. (2010): Modelling mechanical consequences of erosion. In: Géotechnique, v. 60, n. 6 (Juni 2010).

    https://doi.org/10.1680/geot.2010.60.6.447

  8. Renaud, J.-P. / Anderson, M. G. / Wilkinson, P. L. / Lloyd, D. M. / Muir Wood, D. (2003): The importance of visualisation of results from slope stability analysis. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 156, n. 1 (Januar 2003).

    https://doi.org/10.1680/geng.2003.156.1.27

  9. Muir Wood, D. (1991): Strength Ratio, Pore Pressure Parameter and Effective Stress Change. In: Soils and Foundations, v. 31, n. 4 (Dezember 1991).

    https://doi.org/10.3208/sandf1972.31.4_194

  10. Stone, K. J. L. / Muir Wood, D. (1992): Effects of Dilatancy and Particle Size Observed in Model Tests on Sand. In: Soils and Foundations, v. 32, n. 4 (Dezember 1992).

    https://doi.org/10.3208/sandf1972.32.4_43

  11. Balasubramaniam, A. S. / Handali, S. / Muir Wood, D. (1992): Pore Pressure : Stress Ratio Relationship for Soft Bangkok Clay. In: Soils and Foundations, v. 32, n. 1 (März 1992).

    https://doi.org/10.3208/sandf1972.32.117

  12. Diambra, A. / Ibraim, E. / Russell, A. R. / Muir Wood, D. (2011): Modelling the Undrained Response of Fibre Reinforced Sands. In: Soils and Foundations, v. 51, n. 4 (August 2011).

    https://doi.org/10.3208/sandf.51.625

  13. Bhattacharya, S. / Nikitas, N. / Garnsey, J. / Alexander, N. A. / Cox, J. / Lombardi, D. / Muir Wood, D. / Nash, D. F. T. (2013): Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations. In: Soil Dynamics and Earthquake Engineering, v. 54 (November 2013).

    https://doi.org/10.1016/j.soildyn.2013.07.012

  14. Gill, J. A. / Muir Wood, D. / Blockley, D. I. / Sellin, R. H. J. (2009): Sir Alfred Pugsley OBE, FREng, FRS (1903–1998): his legacy. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 162, n. 1 (März 2009).

    https://doi.org/10.1680/bren.2009.162.1.15

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