Mini T-bar testing at shallow penetration

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

Volumn , Issue , 2011, Pages 305-310

  Puech, A ^a   Orozco Calderon M ^b   Foray, P ^b  

^a Fugro Geoteam Limited   (United States)

^b LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW MECHANISMS; RATE OF PENETRATION;

IMAGING TECHNIQUES;

VISUALIZATION;

EID: 84860244886     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (15)

1. Barbosa-Cruz, E.R. & Randolph, M.F. 2005. Bearing capacity and large penetration of a cylindrical object at shallow embedment. Proc. 1st Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG 2005, Perth,W.A, pp.615-621.
2. Borel, D., Puech, A. & Po, S. 2010. Optimized site investigation strategy to obtain shear strength design parameters in deepwater soils. Proc. 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG 2010, Perth,W.A.
3. Colliat, J.L., Dendani, H., Puech,A.&Nauroy, J.F. 2010. Gulf of Guinea deepwater sediments: geotechnical properties, design issues and installation experiences, Proc. 2nd Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG 2010, Perth,W.A.
4. De Gennaro, V., Delage, P. & Puech, A. 2005. On the compressibility of deepwater sediments of the Gulf of Guinea, Proc. 1st Int. Symposium on Frontiers in Offshore Geotechnics, ISFOG 2005, Perth,W.A,pp.1063-1069.
5. Hall, S.A., MuirWood, D., Ibraim, E. & Viggiani, G., 2009. Localised deformation patterning in2Dgranular materials revealed by digital image correlation, Granular Matter, DOI 10.1007/s10035-009-0155-1.
6. Hill, A.J. &Wintgens, J-F. 2009. In situ measurement of soilpipe interaction in deep water - Results of a successful offshore campaign. Proc. SUT Annual Conf., Perth,W.A.
7. Orozco-Calderón, M., Foray, P.&Nauroy, J-F. 2007. Pipe-soil dynamic stiffness in soft soils, Proc.17th Int. Offshore and Polar Eng. Conf., ISOPE 2007. Lisbon, Portugal, PaperNo JSC-267, Vol.2, pp.1193-1198.
8. Orozco-Calderón, M. 2009. Etude de l'interaction cyclique sol-pipe dans les grands fonds marins, PhDThesis, Institut Polytechnique de Grenoble, 470 pages.
9. Randolph, M.F. & Houlsby, G.T. 1984. The limiting pressure on a circular pile loaded laterally in cohesive soil. Géotechnique, 34(4): 613-623.
10. Randolph, M.F., Hefer, P.A., Geise, J.M.&Watson, P.G. 1998. Improved seabed strength profiling usingT-bar penetrometer. Offshore Site and Foundation Behaviour'98, SUT, London, pp. 221-235.
11. Randolph, M.F., Low, H.E., & Zhou, H. 2007. In situ testing for design of pipeline and anchoring systems. 6th Int. Conf. Offshore Site Investigation and Geotechnics, SUT, London, pp. 251-262.
12. Stewart, D.P. & Randolph, M.F. 1991. A new site investigation tool for the centrifuge. Proc. Int.Conf. On Centrifuge Modelling - Centrifuge 91, Boulder, Colorado, pp. 531-538.
13. White D.J., Gaudin, C., Boylan,N.&Zhou, H. 2010. Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils, Can. Geot. Journal, Vol.47, No2, pp 218-229
14. Yafrate, N.J., DeJong, J.T. & DeGroot, D.J. 2007. The influence of full-flow penetrometer area ratio on penetration resistance and undrained and remoulded shear strength. 6th Int. Conf.Offshore Site Investigation and Geotechnics, SUT, London pp.461-468.
15. Zhou, H. & Randolph, M.F. 2009. Numerical investigations into cycling of full-flow penetrometers in soft clay, Geotechnique 59, No 10, December 2009, pp.801-812.