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M. F. Randolph

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

  1. Nicola, A. De / Randolph, M. F. (1997): The plugging behaviour of driven and jacked piles in sand. In: Géotechnique, v. 47, n. 4 (September 1997).

    https://doi.org/10.1680/geot.1997.47.4.841

  2. Guo, W. D. / Randolph, M. F. (1999): An efficient approach for settlement prediction of pile groups. In: Géotechnique, v. 49, n. 2 (April 1999).

    https://doi.org/10.1680/geot.1999.49.2.161

  3. Ismail, M. A. / Joer, H. A. / Randolph, M. F. / Meritt, A. (2002): Cementation of porous materials using calcite. In: Géotechnique, v. 52, n. 5 (Juni 2002).

    https://doi.org/10.1680/geot.2002.52.5.313

  4. Reul, O. / Randolph, M. F. (2003): Piled rafts in overconsolidated clay: comparison of in situ measurements and numerical analyses. In: Géotechnique, v. 53, n. 3 (April 2003).

    https://doi.org/10.1680/geot.2003.53.3.301

  5. Horikoshi, K. / Randolph, M. F. (1996): Centrifuge modelling of piled raft foundations on clay. In: Géotechnique, v. 46, n. 4 (Dezember 1996).

    https://doi.org/10.1680/geot.1996.46.4.741

  6. Randolph, M. F. / Wroth, C. P. (1981): Application of the failure state in undrained simple shear to the shaft capacity of driven piles. In: Géotechnique, v. 31, n. 1 (März 1981).

    https://doi.org/10.1680/geot.1981.31.1.143

  7. Horikoshi, K. / Randolph, M. F. (1998): A contribution to optimum design of piled rafts. In: Géotechnique, v. 48, n. 3 (Juni 1998).

    https://doi.org/10.1680/geot.1998.48.3.301

  8. Bransby, M. F. / Randolph, M. F. (1998): Combined loading of skirted foundations. In: Géotechnique, v. 48, n. 5 (Oktober 1998).

    https://doi.org/10.1680/geot.1998.48.5.637

  9. Murff, J. D. / Wagner, D. A. / Randolph, M. F. (1989): Pipe penetration in cohesive soil. In: Géotechnique, v. 39, n. 2 (Juni 1989).

    https://doi.org/10.1680/geot.1989.39.2.213

  10. Randolph, M. F. / Houlsby, G. T. (1984): The limiting pressure on a circular pile loaded laterally in cohesive soil. In: Géotechnique, v. 34, n. 4 (Dezember 1984).

    https://doi.org/10.1680/geot.1984.34.4.613

  11. Lee, K. K. / Cassidy, M. J. / Randolph, M. F. (2013): Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure. In: Géotechnique, v. 63, n. 15 (Dezember 2013).

    https://doi.org/10.1680/geot.12.P.175

  12. Cassidy, M. J. / Byrne, B. W. / Randolph, M. F. (2004): A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. In: Géotechnique, v. 54, n. 2 (März 2004).

    https://doi.org/10.1680/geot.2004.54.2.91

  13. Chatterjee, S. / Randolph, M. F. / White, D. J. (2012): The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines. In: Géotechnique, v. 62, n. 7 (Juli 2012).

    https://doi.org/10.1680/geot.10.P.075

  14. Horikoshi, K. / Randolph, M. F. (1997): On the definition of raft—soil stiffness ratio for rectangular rafts. In: Géotechnique, v. 47, n. 5 (Oktober 1997).

    https://doi.org/10.1680/geot.1997.47.5.1055

  15. Nicola, A. De / Randolph, M. F. (1999): Centrifuge modelling of pipe piles in sand under axial loads. In: Géotechnique, v. 49, n. 3 (Juni 1999).

    https://doi.org/10.1680/geot.1999.49.3.295

  16. Hossain, M. S. / Hu, Y. / Randolph, M. F. / White, D. J. (2005): Limiting cavity depth for spudcan foundations penetrating clay. In: Géotechnique, v. 55, n. 9 (November 2005).

    https://doi.org/10.1680/geot.2005.55.9.679

  17. Low, H. E. / Lunne, T. / Andersen, K. H. / Sjursen, M. A. / Li, X. / Randolph, M. F. (2010): Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays. In: Géotechnique, v. 60, n. 11 (November 2010).

    https://doi.org/10.1680/geot.9.P.017

  18. Yi, J. T. / Goh, S. H. / Lee, F. H. / Randolph, M. F. (2012): A numerical study of cone penetration in fine-grained soils allowing for consolidation effects. In: Géotechnique, v. 62, n. 8 (August 2012).

    https://doi.org/10.1680/geot.8.P.155

  19. Randolph, M. F. / Dolwin, R. / Beck, R. (1994): Design of driven piles in sand. In: Géotechnique, v. 44, n. 3 (September 1994).

    https://doi.org/10.1680/geot.1994.44.3.427

  20. Randolph, M. F. / Leong, E. C. / Houlsby, G. T. (1991): One-dimensional analysis of soil plugs in pipe piles. In: Géotechnique, v. 41, n. 4 (Dezember 1991).

    https://doi.org/10.1680/geot.1991.41.4.587

  21. Randolph, M. F. / Carter, J. P. / Wroth, C. P. (1979): Driven piles in clay—the effects of installation and subsequent consolidation. In: Géotechnique, v. 29, n. 4 (Dezember 1979).

    https://doi.org/10.1680/geot.1979.29.4.361

  22. Randolph, M. F. / Wroth, C. P. (1979): An analysis of the vertical deformation of pile groups. In: Géotechnique, v. 29, n. 4 (Dezember 1979).

    https://doi.org/10.1680/geot.1979.29.4.423

  23. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1994): Design of piled bridge abutments on soft clay for loading from lateral soil movements. In: Géotechnique, v. 44, n. 2 (Juni 1994).

    https://doi.org/10.1680/geot.1994.44.2.277

  24. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1993): Numerical modelling of piled bridge abutments on soft ground. In: Computers and Geotechnics, v. 15, n. 1 (Januar 1993).

    https://doi.org/10.1016/0266-352x(93)90015-y

  25. Salgado, R. / Randolph, M. F. (2001): Analysis of Cavity Expansion in Sand. In: International Journal of Geomechanics, v. 1, n. 2 (April 2001).

    https://doi.org/10.1061/(asce)1532-3641(2001)1:2(175)

  26. Zhang, J. / Stewart, D. P. / Randolph, M. F. (2002): Kinematic Hardening Model for Pipeline‐Soil Interaction under Various Loading Conditions. In: International Journal of Geomechanics, v. 2, n. 4 (Oktober 2002).

    https://doi.org/10.1061/(asce)1532-3641(2002)2:4(419)

  27. Yan, Y. / White, D. J. / Randolph, M. F. (2011): Penetration Resistance and Stiffness Factors for Hemispherical and Toroidal Penetrometers in Uniform Clay. In: International Journal of Geomechanics, v. 11, n. 4 (August 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000096

  28. Stewart, D. P. / Jewell, R. J. / Randolph, M. F. (1994): Centrifuge Modelling of Piled Bridge Abutments on Soft Ground. In: Soils and Foundations, v. 34, n. 1 (März 1994).

    https://doi.org/10.3208/sandf1972.34.41

  29. Hu, Y. / Randolph, M. F. (1998): Deep Penetration of Shallow Foundations on Non-Homogeneous Soil. In: Soils and Foundations, v. 38, n. 1 (März 1998).

    https://doi.org/10.3208/sandf.38.241

  30. Mohamedelhassan, E. / Shang, J. Q. / Ismail, M. A. / Randolph, M. F. (2008): Electrochemical stabilisation for offshore model caissons. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 161, n. 3 (August 2008).

    https://doi.org/10.1680/grim.2008.161.3.131

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