0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Paul W. Mayne

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

  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 (Januar 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 (Juni 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 (Juni 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 (Oktober 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 (März 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 (Juni 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 (Juni 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 (Dezember 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 (Juni 1994).

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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine