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Mark F. Randolph

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. Reul, Oliver / Randolph, Mark F. (2004): Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 1 (January 2004).

    https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(1)

  2. Ismail, Mostafa A. / Joer, Hackmet A. / Sim, Wee H. / Randolph, Mark F. (2002): Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 128, n. 6 (June 2002).

    https://doi.org/10.1061/(ASCE)1090-0241(2002)128:6(520)

  3. Bienen, Britta / Fan, Shengsheng / Schröder, Maximilian / Randolph, Mark F. (2021): Effect of the installation process on monopile lateral response. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 174, n. 5 (October 2021).

    https://doi.org/10.1680/jgeen.20.00219

  4. Randolph, Mark F. / Andersen, Knut H. (2006): Numerical Analysis of T-Bar Penetration in Soft Clay. In: International Journal of Geomechanics, v. 6, n. 6 (November 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:6(411)

  5. Levy, Nina H. / Einav, Itai / Randolph, Mark F. (2007): Effect of Recent Load History on Laterally Loaded Piles in Normally Consolidated Clay. In: International Journal of Geomechanics, v. 7, n. 4 (July 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:4(277)

  6. Zhou, Hongjie / Randolph, Mark F. (2007): Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay. In: International Journal of Geomechanics, v. 7, n. 4 (July 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:4(287)

  7. Guo, Wei Dong / Chow, Y. K. / Randolph, Mark F. (2007): Torsional Piles in Two-Layered Nonhomogeneous Soil. In: International Journal of Geomechanics, v. 7, n. 6 (November 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:6(410)

  8. Yamamoto, Nobutaka / Randolph, Mark F. / Einav, Itai (2008): Simple Formulas for the Response of Shallow Foundations on Compressible Sands. In: International Journal of Geomechanics, v. 8, n. 4 (July 2008).

    https://doi.org/10.1061/(asce)1532-3641(2008)8:4(230)

  9. Hossain, Muhammad Shazzad / Randolph, Mark F. (2009): Effect of Strain Rate and Strain Softening on the Penetration Resistance of Spudcan Foundations on Clay. In: International Journal of Geomechanics, v. 9, n. 3 (May 2009).

    https://doi.org/10.1061/(asce)1532-3641(2009)9:3(122)

  10. Zhu, Hongxia / Randolph, Mark F. (2010): Large Deformation Finite-Element Analysis of Submarine Landslide Interaction with Embedded Pipelines. In: International Journal of Geomechanics, v. 10, n. 4 (August 2010).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000054

  11. Osman, Ashraf S. / Randolph, Mark F. (2012): Analytical Solution for the Consolidation around a Laterally Loaded Pile. In: International Journal of Geomechanics, v. 12, n. 3 (June 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000123

  12. Dong, Xiaoyu / Zhang, Wangcheng / Shiri, Hodjat / Randolph, Mark F. (2021): Large deformation coupled analysis of embedded pipeline – Soil lateral interaction. In: Marine Structures, v. 78 (July 2021).

    https://doi.org/10.1016/j.marstruc.2021.102971

  13. Horikoshi, Kenichi / Randolph, Mark F. (1999): Estimation of Overall Settlement of Piled Rafts. In: Soils and Foundations, v. 39, n. 2 (April 1999).

    https://doi.org/10.3208/sandf.39.2_59

  14. Bransby, M. Fraser / Randolph, Mark F. (1999): The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading. In: Soils and Foundations, v. 39, n. 4 (August 1999).

    https://doi.org/10.3208/sandf.39.4_19

  15. DeJong, Jason T. / Randolph, Mark F. / White, David J. (2003): Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation. In: Soils and Foundations, v. 43, n. 4 (August 2003).

    https://doi.org/10.3208/sandf.43.4_81

  16. Hu, Yuxia / Randolph, Mark F. (2002): Bearing Capacity of Caisson Foundations on Normally Consolidated Clay. In: Soils and Foundations, v. 42, n. 5 (October 2002).

    https://doi.org/10.3208/sandf.42.5_71

  17. DeJong, Jason T. / White, David J. / Randolph, Mark F. (2006): Microscale Observation and Modeling of Soil-Structure Interface Behavior Using Particle Image Velocimetry. In: Soils and Foundations, v. 46, n. 1 (February 2006).

    https://doi.org/10.3208/sandf.46.15

  18. Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F. (2008): An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension. In: Soils and Foundations, v. 48, n. 2 (April 2008).

    https://doi.org/10.3208/sandf.48.247

  19. Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F. (2010): Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay. In: Soils and Foundations, v. 50, n. 5 (October 2010).

    https://doi.org/10.3208/sandf.50.725

  20. Quéau, Lucile M. / Kimiaei, Mehrdad / Randolph, Mark F. (2015): Approximation of the maximum dynamic stress range in steel catenary risers using artificial neural networks. In: Engineering Structures, v. 92 (June 2015).

    https://doi.org/10.1016/j.engstruct.2015.02.025

  21. Hu, Pan / Cassidy, Mark J. / Randolph, Mark F. (2018): Bearing capacity on sand overlying clay: An analytical model for predicting post peak behaviour. In: Marine Structures, v. 59 (May 2018).

    https://doi.org/10.1016/j.marstruc.2018.01.004

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