Comparison of cone and T-bar factors in two onshore and one offshore clay sediments

Frontiers in Offshore Geotechnics, ISFOG 2005 - Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics

Volumn , Issue , 2005, Pages 981-989

  Lunne, T ^a   Randolph, M F ^b   Chung, S F ^b   Andersen, K H ^a   Sjursen, M ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY SEDIMENTS; DEEP WATER; DESIGN PARAMETERS; EMPIRICAL CORRELATIONS; FIELD DEVELOPMENT; FIELD TEST; IN-SITU TEST; LABORATORY TEST; SOFT CLAYS; SOFT SOILS; UNDRAINED SHEAR STRENGTH;

ANOXIC SEDIMENTS;

EID: 55549100049     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

1. Lefebvre, G. & Poulin, C. 1979. A new method of sampling in sensitive clay. Canadian Geotechnical Journal, Vol. 16.
2. Lunne, T. 2001. In situ testing in offshore geotechnical investigations. Proc. Int. Conf. on In Situ Measurements of Soil Properties and Case Histories, Bali, pp. 61-81.
3. Lunne, T., Robertson, P.K. & Powell, J.J.M. 1997. Cone penetration Testing in Geotechnical Practice. Spon Press. London. 312 pages.
4. Lunne, T., Berre, T., Andersen, K.H. & Tjelta, T.I. 2001. Deepwater sample disturbance due to stress relief. Proc. OTRC Int. Conf. On Geotechnical, Geological and Geophysical Properties of Deepwater Sediments, OTRC, pp. 64-85.
5. Lunne, T., Long, M. & Forsberg, C.F. 2003. Characteristics and engineering properties of Onsøy clay. Proc. Workshop on Characterisation and Engineering Properties of Natural Soils, November 2002, Vol. 1, pp. 395-428.
6. Norwegian Geotechnical Institute/Centre for Offshore Foundation Systems. 2002. Characterisation of Soft Soils In Deep Waters by In Situ Tests. JIP Report 20011026-4, dated 18 December 2002.
7. Randolph, M.F. 2004. Characterisation of soft sediments for offshore applications. Keynote Lecture in Proc. 2nd International Conf. on Site Characteristion, Porto, Sept. 2004, pp. 209-232.
8. Randolph, M.F. & Andersen, K.H. 2005. Numerical analyses of T-bar penetration in soft clay. Paper in preparation.
9. Randolph, M.F., Hefer, P.A., Geise, J.M. & Watson, P.G. 1998. Improved seabed strength profiling using T-bar penetrometer. Proc. Int. Conf. Offshore Site Invest. and Foundation Behaviour- 'New Frontiers', Society for Underwater Technology, London, pp. 221-235.