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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. Zdravkovic, L. / Potts, D. M. / Hight, D. W. (2002): The effect of strength anisotropy on the behaviour of embankments on soft ground. In: Géotechnique, v. 52, n. 6 (August 2002).

    https://doi.org/10.1680/geot.2002.52.6.447

  2. Smith, P. R. / Jardine, R. J. / Hight, D. W. (1992): The yielding of Bothkennar clay. In: Géotechnique, v. 42, n. 2 (June 1992).

    https://doi.org/10.1680/geot.1992.42.2.257

  3. Hight, D. W. / Bond, A. J. / Legge, J. D. (1992): characterization of the Bothkennaar clay: an overview. In: Géotechnique, v. 42, n. 2 (June 1992).

    https://doi.org/10.1680/geot.1992.42.2.303

  4. Hight, D. W. / Boese, R. / Butcher, A. P. / Clayton, C. R. I. / Smith, P. R. (1992): Disturbance of the Bothkennar clay prior to laboratory testing. In: Géotechnique, v. 42, n. 2 (June 1992).

    https://doi.org/10.1680/geot.1992.42.2.199

  5. Georgiannou, V. N. / Burland, J. B. / Hight, D. W. (1990): The undrained behaviour of clayey sands in triaxial compression and extension. In: Géotechnique, v. 40, n. 3 (September 1990).

    https://doi.org/10.1680/geot.1990.40.3.431

  6. Georgiannou, V. N. / Hight, D. W. / Burland, J. B. (1991): Behaviour of clayey sands under undrained cyclic triaxial loading. In: Géotechnique, v. 41, n. 3 (September 1991).

    https://doi.org/10.1680/geot.1991.41.3.383

  7. Symes, M. J. / Gens, A. / Hight, D. W. (1988): Drained principal stress rotation in saturated sand. In: Géotechnique, v. 38, n. 1 (March 1988).

    https://doi.org/10.1680/geot.1988.38.1.59

  8. 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

  9. Symes, M. J. P. R. / Gens, A. / Hight, D. W. (1984): Undrained anisotropy and principal stress rotation in saturated sand. In: Géotechnique, v. 34, n. 1 (March 1984).

    https://doi.org/10.1680/geot.1984.34.1.11

  10. Ni, Q. / Tan, T. S. / Dasari, G. R. / Hight, D. W. (2004): Contribution of fines to the compressive strength of mixed soils. In: Géotechnique, v. 54, n. 9 (November 2004).

    https://doi.org/10.1680/geot.2004.54.9.561

  11. Hight, D. W. / Gens, A. / Symes, M. J. (1983): The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. In: Géotechnique, v. 33, n. 4 (December 1983).

    https://doi.org/10.1680/geot.1983.33.4.355

  12. Kovacevic, N. / Hight, D. W. / Potts, D. M. / Carter, I. C. (2013): Finite-element analysis of the failure and reconstruction of the main dam embankment at Abberton Reservoir, Essex, UK. In: Géotechnique, v. 63, n. 9 (July 2013).

    https://doi.org/10.1680/geot.12.p.066

  13. Shibuya, S. / Hight, D. W. (1987): A Bounding Surface for Granular Materials. In: Soils and Foundations, v. 27, n. 4 (December 1987).

    https://doi.org/10.3208/sandf1972.27.4_123

  14. Georgiannou, V. N. / Hight, D. W. / Burland, J. B. (1991): Undrained Behaviour of Natural and Model Clayey Sands. In: Soils and Foundations, v. 31, n. 3 (September 1991).

    https://doi.org/10.3208/sandf1972.31.3_17

  15. Shibuya, S. / Hight, D. W. / Jardine, R. J. (2003): Local Boundary Surfaces of a Loose Sand Dependent on Consolidation Path. In: Soils and Foundations, v. 43, n. 3 (June 2003).

    https://doi.org/10.3208/sandf.43.3_85

  16. Shibuya, Satoru / Hight, D. W. / Jardine, R. J. (2003): Four-Dimensional Local Boundary Surfaces of an Isotropically Consolidated Loose Sand. In: Soils and Foundations, v. 43, n. 2 (April 2003).

    https://doi.org/10.1016/s0038-0806(20)30804-0

  17. Harris, D. I. / Hight, D. W. / Higgins, K. G. / Potts, D. M. / Brady, K. C. (1993): Finite element analysis of anchored earth retaining walls. Presented at: Retaining Structures, Robinson College, Cambridge, 20-23 July 1992.
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