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Paul W. Mayne

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. Mayne, Paul W. / Dumas, Chris (1997): Enhanced in Situ Geotechnical Testing for Bridge Foundation Analysis. In: Transportation Research Record: Journal of the Transportation Research Board, v. 1569, n. 1 (January 1997).

    https://doi.org/10.3141/1569-04

  2. Ouyang, Zhongkun / Mayne, Paul W. (2024): Evaluating friction angles for clays: piezocone tests compared with Atterberg limits. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 177, n. 2 (April 2024).

    https://doi.org/10.1680/jgeen.22.00135

  3. Mayne, Paul W. / Jones, John S. / Dumas, Jean C. (1984): Ground Response to Dynamic Compaction. In: Journal of Geotechnical Engineering (ASCE), v. 110, n. 6 (June 1984).

    https://doi.org/10.1061/(ASCE)0733-9410(1984)110:6(757)

  4. Mayne, Paul W. / Poulos, Harry G. (1999): Approximate Displacement Influence Factors for Elastic Shallow Foundations. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 125, n. 6 (June 1999).

    https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(453)

  5. Ouyang, Zhongkun / Mayne, Paul W. (2017): Effective friction angle of soft to firm clays from flat dilatometer. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 170, n. 2 (April 2017).

    https://doi.org/10.1680/jgeen.16.00073

  6. Ku, Taeseo / Mayne, Paul W. (2014): Stress history profiling in soils using OCD–G0anisotropy relationship. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 167, n. 5 (October 2014).

    https://doi.org/10.1680/geng.13.00023

  7. Mayne, Paul W. / Holtz, Robert D. (1988): Profiling Stress History from Piezocone Soundings. In: Soils and Foundations, v. 28, n. 1 (March 1988).

    https://doi.org/10.3208/sandf1972.28.16

  8. Mayne, Paul W. (1985): A Review of Undrained Strength in Direct Simple Shear. In: Soils and Foundations, v. 25, n. 3 (September 1985).

    https://doi.org/10.3208/sandf1972.25.3_64

  9. Mayne, Paul W. (1991): Determination of OCR in Clays by Piezocone Tests Using Cavity Expansion and Critical State Concepts. In: Soils and Foundations, v. 31, n. 2 (June 1991).

    https://doi.org/10.3208/sandf1972.31.2_65

  10. Mayne, Paul W. / Rix, Glenn J. (1995): Correlations Between Shear Wave Velocity and Cone Tip Resistance in Natural Clays. In: Soils and Foundations, v. 35, n. 2 (June 1995).

    https://doi.org/10.3208/sandf1972.35.2_107

  11. Burns, Susan E. / Mayne, Paul W. (2002): Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils. In: Soils and Foundations, v. 42, n. 2 (April 2002).

    https://doi.org/10.3208/sandf.42.2_131

  12. Juang, C. Hsein / Chen, Chien-Hsun / Mayne, Paul W. (2008): CPTu Simplified Stress-Based Model for Evaluating Soil Liquefaction Potential. In: Soils and Foundations, v. 48, n. 6 (December 2008).

    https://doi.org/10.3208/sandf.48.755

  13. Mayne, Paul W. / Hover, Kenneth C. / Kulhawy, Fred H. (1994): Microconcrete for model drilled shaft foundations. In: Construction and Building Materials, v. 8, n. 2 (June 1994).

    https://doi.org/10.1016/s0950-0618(09)90022-8

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