DISCUSSIONS AND CLOSURES
Mar 15, 2010

Closure to “Quality of Conventional Fixed Piston Samples of Norwegian Soft Clay” by Michael Long, Nouri El Hadj, and Knut Hagberg

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 4
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References

Andresen, A. (1981). “Exploration, sampling and in-situ testing of soft clay.” Developments in Geotechnical Engineering: 20, E. W. Brand and R. P. Brenner, eds., Elsevier, London.
Berre, T. (1987). “Comparison of fixed piston samples and a Canadian block sampler of lean Drammen clay.” NGI Report 56001-5, Norwegian Geotechnical Institute, Oslo.
Conaty, E., and Long, M. (2002). “Long term behavior of Portumna embankments.” Proc., 12th British Dam Society Conference, Reservoirs in a Changing World, Thomas Telford, London, 324–336.
Hagberg, K., Long, M., and El Hadj, N. (2007). “Experience of 54mm and 75mm sampling in Norwegian soft clays.” Proc. 14th European Conference on Soil Mechanics and Geotechnical Engineering (ECSMGE), Cuéllar et al., eds., MillPress, The Netherlands, 2, 1643–1649.
Høeg, K., Dyvik, R., and Sandbækken, G. (2000). “Strength of undisturbed versus reconstituted silt and silty sand specimens.” J. Geotech. Geoenviron. Eng., 126(7), 606–617.
Lacasse, S., Berre, T., and Lefebvre, G., (1985). “Block sampling of sensitive clays.” Proc., 11th ICSMFE, Balkema, Rotterdam, The Netherlands.
Lunne, T., Berre, T., Andersen, K. H., Strandvik, S., and Sjursen, M., (2006). “Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays.” Can. Geotech. J., 43, 726–750.
Lunne, T., and Long, M. (2006). “Review of long seabed samplers and criteria for new sampler design.” Marine Geology, Elsevier, Amsterdam, The Netherlands, 145–165.
Lunne, T., Berre, T., and Strandvik, S., (1997). “Sample disturbance effects in soft low plasticity Norwegian clay.” Proc., Symposium on Recent Developments in Soil and Pavement Mechanics, Balkema, Rotterdam, The Netherlands, 81–92.
Long, M. (2001). “Discussion of ‘Strength of undisturbed versus reconstituted silt and silty sand specimens’ by K. Höeg, R. Dyvik, and G. Sandbækken.” J. Geotech. Geoenviron. Eng., 127(11), 991–993.
Long, M. (2007). “Engineering characterization of estuarine silts.” Quarterly Journal of Engineering Geology and Hydrogeology, 40(2), 147–161.
Long, M., and Ruiz, C. (2001). “Sample disturbance effects on compressible silts.” Proc., International Conference on In Situ Measurement of Soil Properties and Case Histories, P. Rahardjo and T. Lunne, eds., Bandung Institute of Technology, Bandung, Indonesia, 397–402.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136Issue 4April 2010
Pages: 650 - 652

History

Received: Nov 10, 2009
Accepted: Nov 20, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010

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Authors

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Michael Long [email protected]
Senior Lecturer, School of Architecture, Landscape and Civil Engineering, Univ. College Dublin, Newstead Building, Belfield, Dublin 4, Ireland (corresponding author). E-mail: [email protected]
Nouri El Hadj [email protected]
Norwegian Public Roads Administration (Statens vegvesen), Vegdirektoratet, Oslo, Norway. E-mail: [email protected]
Knut Hagberg [email protected]
Norwegian Public Roads Administration (Statens vegvesen), Vegdirektoratet, Oslo, Norway. E-mail: [email protected]

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