EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 544 (2024) E3S Web of Conf., 544 (2024) 03001 References
Open Access
Issue
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
Article Number 03001
Number of page(s) 8
Section Experimental Investigations From Very Small Strains to Beyond Failure - Advanced Sampling
DOI https://doi.org/10.1051/e3sconf/202454403001
Published online 02 July 2024
  1. Andersland, O.B., and Ladanyi, B. 1994. An introduction to frozen ground engineering. In 2nd edition. Chapman & Hall, New York. [Google Scholar]
  2. Andresen, A., and Kolstad, P. 1979. “The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coarser materials.” In Proceedings of the International Symposium on Soil Sampling. Edited by J.S. of S.M. and F. Engineering. pp. 13–21. [Google Scholar]
  3. ASTM. D 2487 – 17. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International, West Conshohocken, PA. [Google Scholar]
  4. Berre, T., Schjetne, K., and Sollie, S. 1969. “Sampling disturbance of soft marine clays.” In Proceedings of the 7th ICSMFE, Special Session, Mexico, 1: 21–24. [Google Scholar]
  5. Bishop, A.W. 1948. “A new sampling tool for use in cohesionless sands below ground water level.” Géotechnique, 1: 125–136. [CrossRef] [Google Scholar]
  6. Blaker, Ø. 2020. “Characterization of a natural clayey silt and the effects of sample disturbance on soil behavior and engineering properties.” PhD Thesis. Department of Civil and Environmental Engineering. University of Massachusetts Amherst. https://orcid.org/0000-0003-4532-4618. [Google Scholar]
  7. Blaker, Ø., Carroll, R., Paniagua, P., DeGroot, D.J., and L’Heureux, J. 2019. “Halden research site: geotechnical characterization of a post glacial silt.” AIMS Geosciences, 5(2): 184–234. [CrossRef] [Google Scholar]
  8. Broms, B.B. 1980. “Soil sampling in Europe: state-of-the-art.“ Journal of the Geotechnical Engineering Division, ASCE, 106(GT1): 1108–1136. [Google Scholar]
  9. Carroll, R., and Long, M. 2017. “Sample disturbance effects in silt.” Journal of Geotechnical and Geoenviornmental Engineering, 143(9). [Google Scholar]
  10. Clayton, C.R.I., and Siddique, A. 1999. “Tube sampling disturbance-forgotten truths and new perspectives.” Institute of Civil Engineers - Geotechnical Engineering, (137): 127–135. [CrossRef] [Google Scholar]
  11. Frost, J.D., and Park, J.Y. 2003. “A critical assessment of the moist tamping technique.” Geotechnical Testing Journal, 26(1): 57–70. [CrossRef] [Google Scholar]
  12. Ghionna, V.N., Pedroni, S., and Porcino, D. 2001. “Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses.” In XVth ICSMGE, earthquake geotechnical engineering satellite conference “Lessons Learned from Recent Strong Earthquakes.” Istanbul, Turkey. pp. 249–254. [Google Scholar]
  13. Gilbert, G.L., Instanes, A., Sinitsyn, A.O., and Aalberg, A. 2019. “Characterization of the two sites for geotechnical testing in permafrost: Longyearbyen, Svalbard.” AIMS Geosciences. 5(4): 868–885. doi: 10.3934/geosci.2019.4.868. [CrossRef] [Google Scholar]
  14. Gundersen, A.S., Hansen, R.C., Lunne, T., L’Heureux, J.S., and Strandvik, S.O. 2019. “Characterization and engineering properties of the NGTS Onsøy soft clay site.” AIMS Geosciences. 5(3):pp. 665–703. doi: 10.3934/geosci.2019.3.665. [CrossRef] [Google Scholar]
  15. L’Heureux, J.S. and Lunne, T., 2020. “Characterization and Engineering properties of Natural Soils used for Geotesting.” AIMS Geosciences, 6(1), pp. 35–53. [CrossRef] [Google Scholar]
  16. L’Heureux, J.S., Lindgård, A., and Emdal, A. 2019. “The Tiller-Flotten research site: Geotechnical characterization of a very sensitive clay deposit.” AMIS Geosciences. 5(4): 831–867. doi. 10.3934/geosci.2019.4.831. [CrossRef] [Google Scholar]
  17. L’Heureux, J.S., Lunne, T., Lacasse, S., Carroll, R., Strandvik, S.O., Ozkul, Z., Instanes, A., Sinitsyn, A., Degago, S., and Nordal, S. 2017. “Norway’s National GeoTest Site Research Infrastructure (NGTS).” In Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering. Seoul. [Google Scholar]
  18. Long, M. 2006. “Sample disturbance effects on medium plasticity clay/silt.” In Proceedings of the Institute of Civil Engineers - Geotechnical Engineering, 159(2): 99–111. [CrossRef] [Google Scholar]
  19. 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.” Canadian Geotechnical Journal, 43(7): 726–750. NRC Research Press. [CrossRef] [Google Scholar]
  20. Lunne, T., Long, M., and Forsberg, C.F. 2003. “Characterisation and engineering properties of Holmen, Drammen sand.” In Vol. 2. Edited by T.S. Tan, K.K. Phoon, D.W. Hight, and S. Leroueil. Swets and Zeitlinger, Lisse, Netherlands. pp. 1121–1148. [Google Scholar]
  21. Mori, K., and Sakai, K. 2016. “The GP sampler: a new innovation in core sampling.” In Geotechnical and Geophysical Site Characterisation 5. Sydney, Australia. pp. 99–124. [Google Scholar]
  22. Quinteros, S., Gundersen, A., L’Heureux, J-S., Carraro, J.A.H, and Jardine, J. 2019. “Øysand research site: Geotechnical characterisation of deltaic sandy-silty soils.” AIMS Geosciences, 2019, 5(4): 750–783. [CrossRef] [Google Scholar]
  23. Quinteros, S. and Carraro, J.A.H. 2023. “The initial fabric of undisturbed and reconstituted fluvial sand.” Géotechnique, 73:1, 1–15. [Google Scholar]
  24. Robertson, P., Wride, C., List, B., Atukorala, U., Biggar, K., Byrne, P., Campanella, R., et al. 2000. “The Canadian liquefaction experiment: an overview.” Canadian Geotechnical Journal, 37(3): 499–504. [CrossRef] [Google Scholar]
  25. Sego, D.C., Robertson, P.K., Sasitharan, S., Kllpatrick, B.L., and Pillai, V.S. 1994. “Ground freezing and sampling of foundation soils at Duncan Dam.” Canadian Geotechnical Journal, 31(6): 939–950. [CrossRef] [Google Scholar]
  26. Stoss, K., and Valk, J. 1979. “Uses and limitations of ground freezing with liquid nitrogen.” Engineering Geology, 3: 485–494. [CrossRef] [Google Scholar]
  27. Stringer, M.E., Taylor, M.L.M.L., and Cubrinovski, M. 2015b. “Advanced soil sampling of silty sands in Christchurch” 16(61). University of Canterbury, Christchurch, N.Z. Research Report 2015–06 from the Civil & Natural Resources Engineering Department. Civil and Natural Resources Engineering. ISSN: 1172–9511. pp. 61. [Google Scholar]
  28. Tanaka, H., Saharma, P., Tsuchida, T., and Tanaka, M. 1996. “Comprehensive study of sample quality using several types of samplers.” Soils and Foundations, 36(2): 57–58. [CrossRef] [Google Scholar]
  29. Taylor, M.L., Cubrinovski, M., and Haycock, I. 2012. “Application of new “Gel-push” sampling procedure to obtain high quality laboratory test data for advanced geotechnical analyses.” In Proceedings 2012 New Zealand Society for Earth- quake Engineering Conference. Christchurch; NZSEE. 123. [Google Scholar]
  30. Vold, R.C. 1956. “Opptagning av uforstyrrede jordprover. Teknisk Ukeblad.” Norwegian Geotechnical Institute, 8(17): 1–14. (in Norwegian). [Google Scholar]
  31. Yoshimi, Y., Hatanaka, M., and Oh-Oka, H. 1977. “A simple method for undisturbed sand sampling by freezing.” In Proc. Speciality Session 2 on Soil Sampling, 9th Int. Conf. Soil Mech. and Found. Eng. pp. 23–28. [Google Scholar]
  32. Yushkevich, P.A., Piven, J., Hazlett, H.C., Smith, R.G., Ho, S., Gee, J.C., and Gerig, G. 2006. “User-guided 3D active contour segmentation of anatomical structures: Significantly improved efficiency and reliability.” Neuroimage, 31(3): 1116–112. [CrossRef] [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.