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Feb 1, 2009

Quality of Conventional Fixed Piston Samples of Norwegian Soft Clay

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 2

Abstract

It is well accepted that the quality of soft clay samples obtained using standard fixed piston samplers can be relatively poor and that block samples are necessary to yield very high quality samples. However, for many practical projects it is not economically viable or physically practical to obtain block samples. In this project, the quality of standard 54mm composite piston samples of soft clay is examined by comparing six separate sets of 54mm samples to parallel block sampling. Sampling and laboratory testing was carried out by three different organizations at a well characterized highly uniform soft clay site in Norway. As expected, the work showed that the block samples behaved significantly differently from those obtained using the 54mm sampler and were of higher quality. Block sample-derived parameters were considerably different from those obtained from the 54mm sample tests. However, significant differences were also found between the different sets of 54mm samples. Although the differences are less than when compared with block samples, the consequences of poor quality 54mm sampling will be significant in engineering design. It is concluded that the differences are due to small details in the sampling operation such as the need to keep the piston effectively stationary at all times, to avoid overcoring and to handle the recovered sample carefully. If a well trained driller follows good quality practice, then relatively good samples can be obtained by the fixed piston sampler, which are suitable for analysis and design of routine engineering works.

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Acknowledgments

This project was carried out by the Soil Mechanics, Geology, and Tunnel Section at the Technology Department of the Norwegian Public Roads Administration under R&D project No. UNSPECIFIED601369.

References

Andresen, A. (1981). “Exploration, sampling and in-situ testing of soft clay. Soft clay engineering.” Developments in geotechnical engineering, E. W. Brand and R. P. Brenner, eds., Elsevier, London.
Andresen, A., and Kolstad, P. (1979). “The NGI 54mm sampler for undisturbed sampling of clays and representative sampling of coarser materials.” Proc., Int. Symp. SOA Current Practice of Soil Sampling, 13–21.
Berre, T. (1982). “Triaxial testing at the Norwegian Geotechnical Institute.” Geotech. Test. J., 5(1/2), 3–17.
Broms, B. B. (1980). “Soil sampling in Europe: State of the art.” J. Geotech. Engrg. Div., 106(1), 65–98.
Brooker, E. W., and Ireland, H. O. (1965). “Earth pressures at rest related to stress history.” Can. Geotech. J., 2(1), 1–15.
Clayton, C. R. I., Matthews, M. C., and Simons, N. E. (1995). “Site investigations.” Blackwell science, 2nd Ed., Oxford.
Clayton, C. R. I., and Siddique, A. (1999). “Tube sampling disturbance—Forgotten truths and new perspectives.” Proc. Inst. Civ. Eng.- Geotech. Eng., 137(3), 127–135.
Hight, D. W., Boese, R., Butcher, A. P., Clayton, C. R. I., and Smith, P. R. (1992). “Disturbance of Bothkennar clay prior to laboratory testing.” Géotechnique, 42(2), 199–217.
Janbu, N. (1970). “Grunnlag i geoteknikk.” Tapir Forlag, Trondheim, Norway (in Norwegian).
Janbu, N. (1976). “Soils under cyclic loading.” Proc., BOSS Conf., 373–385.
Janbu, N. (1985). “Soil models in offshore engineering; 25th Rankine lecture.” Géotechnique, 35(3), 241–281.
JGS. (1995). “Standards for soil sampling.” JGS 1221–1224 and 1231, Japanese Geotechnical Society.
Karlsrud, K. (1995). “Prøveforstyrrlse—Siltig leire.” Proc., Norwegian Geotechnical Society Geoteknikkdagen, 38.1–38.14.
La Rochelle, P., and Lefebvre, G. (1971). “Sample disturbance in Champlain clays.” ASTM STP, 483, sampling in soil and rock, ASTM, 143–163.
La Rochelle, P., Sarrailh, J., Tavenas, F., Roy, M., and Leroueil, S. (1981). “Causes of sampling disturbance and design of a new sampler for sensitive soil.” Can. Geotech. J., 18, 52–66.
Lacasse, S. (1995). “Stress-strain behaviour: Importance of mode and rate of load application for engineering problems.” Proc., Pre-failure Deformation of Geomaterials, S. Shibuya, S. Miura, and T. Mitachi, eds., Balkema, Rotterdam, The Netherlands 887–907.
Lacasse, S., Berre, T., and Lefebvre, G. (1985). “Block sampling of sensitive clays.” Proc., 11th ICSMFE, 887–892.
Ladd, C. C., and Foott, R. (1974). “New design procedures for the stability of soft clays.” J. Geotech. Engrg. Div., 100(7), 763–786.
Landon, M. M., DeGroot, D. J., and Sheehan, T. C. (2007). “Non-destructive sample quality assessment using shear wave velocity.” J. Geotech. Geoenviron. Eng., 133(4), 424–432.
Lefebvre, G., and Poulin, C. (1979). “A new method of sampling in sensitive clay.” Can. Geotech. J., 16, 226–233.
Leroueil, S. and Hight, D. W., and (2003). “Behaviour and properties of natural soils and soft rocks.” Proc., Int. Workshop on Characterisation and Engineering Properties of Natural Soils (“Natural Soils 2002”), T. S. Tan, et al., eds., Vol. 1, Balkema, Rotterdam, The Netherlands, 29–254.
Long, M. (2003). “Sampling disturbance effects in soft laminated clays.” Proc. Inst. Civ. Eng.- Geotech. Eng., 156, 213–224.
Long, M. (2006). “Sampling disturbance effects on medium plasticity clay/silt.” Proc. Inst. Civ. Eng.- Geotech. Eng., 159, 99–111.
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., Berre, T., and Strandvik, S. (1997a). “ Sample disturbance effects in soft low plasticity Norwegian clay.” Proc., Symp. on Recent Developments in Soil and Pavement Mechanics, Balkema, Rotterdam, The Netherlands, 81–92.
Lunne, T., and Long, M. (2006). “Review of long seabed samplers and criteria for new sampler design.” Mar. Geol., 226(1–2), 145–165.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997b). Cone penetration testing in geotechnical practice, Spon Press, London.
Norsk Geoteknisk Forening (NGF). (1997). “Veiledning for prøvetaking.” Melding Nr. 11 (in Norwegian).
Randolph, M. F., Watson, P. G., and Fahey, M. (1999). “Site characterization and foundation design in soft sediments.” Proc., Int. Conf. on Offshore and Nearshore Geotechnical Engineering, S. K. Singh and S. Lacasse, eds., Mohna—Primlani & IBH Publishing Co., New Delhiu, India, 35–47.
Sandbækken, G., Berre, T., and Lacasse, S. (1986). “Oedometer testing at the Norwegian Geotechnical Institute.” ASTM Special Technical Publication No. 892, Philadelphia, Pa.
Seierstad, H-H. (2000). “Prøveforstyrrelese i leire vurdering av Ø75 mm stempelprøvetaker.” M.S. thesis, NTNU Trondheim, Trondheim, Norway.
Statens vegvesen (Norwegian Public Roads Administration). (1987). “Feltundersøkelser (‘Site investigations’).” Håndbok, 015, 2 opplag (in Norwegian).
Tanaka, H., Sharma, P., Tsuchida, T., and Tanaka, M. (1996). “Comparative study on sample quality using several different types of samplers.” Soils Found., 36(2), 57–68.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 2February 2009
Pages: 185 - 198

History

Received: May 23, 2007
Accepted: Apr 11, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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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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