Time-Dependent Axial Capacity of Piles Driven in Clays and Sands

Author:

Jardine Richard J.

Publisher

Springer Nature Singapore

Reference111 articles.

1. API (2014) American petroleum institute, ANSI/API recommended practice 2GEO. RP2GEO, 1st edn. API, Washington, D.C

2. Altuhafi F, Jardine RJ, Georgiannou VN, Sim W (2018) Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles. Geotechnique 68(6):546–555

3. Andria-Ntoanina J, Canou J, Dupla JC (2010) Caractérisation mécanique du sable de Fontainebleau NE34 à l’appareil triaxial sous cisaillement monotone. Laboratoire Navier—Géotechnique (CERMES, ENPC/LCPC)

4. Argiolas R, Jardine RJ (2017) An integrated pile foundation re-assessment to support life extension and new build activities for a mature North Sea oil field project. In: Proceeings of 8th international conference on offshore site investigations and geotechnics, vol 2, pp 695–702. SUT London

5. Axelsson G (2000) Long term set-up of driven piles in sand, PhD Thesis, Dept. of Civil and Environmental Engineering. Royal Institute of Technology, Stockholm

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