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Proceedings of the Institution of Civil Engineers Geotechnical…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218.pdf28 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. -
GTGTENG-2901 1575..1589
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf28 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. -
Cyclic axial behaviour of piles and pile groups in sand
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/219.pdf28 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 -
54 Oztoprak, S. & Bolton, M. D. (2013). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/221.pdf28 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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