BP Clair Phase 1 - Geotechnical assurance of driven piled foundations in extremely hard till

Frontiers in Offshore Geotechnics II - Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics

Volumn , Issue , 2011, Pages 495-500

  Evans, T G ^a   Finnie, I ^b   Little, R ^c   Jardine, R J ^d   Aldridge, T R ^c  

^a BP EXPLORATION   (United Kingdom)

^b Lloyds Register ^*  (United Kingdom)

^c Fugro Geoteam Limited   (United States)

^d IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONVENTIONAL STEEL; EXTREME CONDITIONS; FIXED STRUCTURE; FOUNDATION ENGINEERING; GEOTECHNICAL; PERFORMANCE MONITORING; PHASE 1; PILED FOUNDATIONS; RISK MANAGEMENT PROCESS; STEEL PIPE PILE; SYSTEMATIC PROCESS; UNDRAINED SHEAR STRENGTH;

RISK MANAGEMENT;

FOUNDATIONS;

EID: 84860258254     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Aldridge, T.R., Carrington, T.M., Jardine R.J., Little, R., Evans,T.G. and Finnie, I. BP Clair Phase 1 (2010), 'BPClair Phase 1 - Pile driveability and capacity in extremely hard till', Second International Symposium on Frontiers in Offshore Geotechnics, Perth, Australia.
2. API (1993), 'Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - working stress design', API recommended Practice RP-2A-WSD, twentieth edition, July 1993.
3. CIRIA (1999), 'The Observational Method in ground engineering: principles and applications', Construction Industry Research and Information Association, Report 185, London.
4. Jardine, R.J., Chow F. C. (1996), 'New methods for Offshore Piles', Publication 96/103, The Marine Technology Directorate.