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Mark 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. 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 (Januar 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 (Juni 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 (Oktober 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 (Juli 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 (Juli 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 (Juli 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 (Mai 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 (Juni 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 (Juli 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 (Oktober 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 (Februar 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 (Oktober 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 (Juni 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 (Mai 2018).

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

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