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  2. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218.pdf
    28 Nov 2013: than a ULS concern. If these factors are combined to derive a new global safety factor,. ... Piling Engineering, 3rd edn. Wiley, New York, NY, USA. 245. Geotechnical EngineeringVolume 165 Issue GE4.

  3. GTGTENG-2901 1575..1589

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf
    28 Nov 2013: New compression in-dexes l (plastic) and k (elastic) were used (see Fig. ... 10(b)shows new design charts for dynamic situations, based on the use ofthe plasticity index in Eq.

  4. Cyclic axial behaviour of piles and pile groups in sand

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/219.pdf
    28 Nov 2013: Cyclic axial behaviour of piles and pile groups insand. Zheming Li, Malcolm D. Bolton, and Stuart K. Haigh. Abstract: Piled foundations are often subjected to cyclic axial loads. This is particularly true for the piles of offshore struc-tures, which

  5. 54 Oztoprak, S. & Bolton, M. D. (2013). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/221.pdf
    28 Nov 2013: new database has been constructed incorporating shear mod-ulus degradation curves from the literature. ... fromall the tests, on those soils in the new database that aresufficiently well classified to enable the comparison.

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