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Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands Cover

Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands

Open Access
|Sep 2019

References

  1. Ajlouni, M.A. 2000. Geotechnical properties of peat and related engineering problems. Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
  2. ASTM D4767, 2011. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils. ASTM International, West Conshohocken, PA.
  3. ASTM D7181, 2011. Method for Consolidated Drained Triaxial Compression Test for Soils. ASTM International, West Conshohocken, PA.
  4. Cheng, X.H., Ngan-Tillard, D.J.M., Den Haan, E.J., 2007. The causes of the high friction angle of Dutch organic soils. Engineering Geology 93, 31–44. https://doi.org/10.1016/j.enggeo.2007.03.009
  5. Coutinho, R.Q., Lacerda, W.A., 1989. Strength characteristics of Juturnaiba organic clays. Presented at the 12th International conference on Soil Mechanics and Foundation Engineering, Balkema, Rio de Janeiro, pp. 1731–1734.
  6. Dan, G., Sultan, N., Savoye, B. 2007. The 1979 Nice harbor catastrophe revisited: trigger mechanism inferred from Geotechnical measurements and numerical modelling. Marine Geology, 245(1–4): 40–64. doi:10.1016/j.margeo. 2007.06.011.
  7. Danziger, F.A.B. 2007. In-situ testing of soft Brazilian soils. Studia Geotechnica et Mechanica, 29(1–2): 5–22.
  8. Donaghe, R.T., and Townsend, F.C. 1978. Effects of anisotropic versus isotropic consolidation in consolidated undrained triaxial compression tests of cohesive soils. Geotechnical Testing Journal, 1(4): 173–189. doi:10.1520/GTJ10868J.
  9. Hendry, M.T., Sharma, J.S., Martin, C.D., Barbour, S.L., 2012. Effect of fibre content and structure on anisotropic elastic stiffness and shear strength of peat. Canadian Geotechnical Journal 49, 403–415. https://doi.org/10.1139/t2012-003
  10. Hight, D.W., Bond, A.J., Legge, J.D., 1992. Characterization of the Bothkennar clay: an overview. Geotechnique 42, 303–347.
  11. Krieg, S. 2000. Viskoses Bodenverhalten von Mudden, Seeton und Klei. Veroff. Inst. Boden-u. Felsm., 150.
  12. Lambson, M.D., Clare, D.G., Senner, D.W.F., and Semple, R.M. 1993. Investigation and interpretation of Pentre and Tilbrook Grange soil conditions. In Large scale pile tests in clay. Thomas Telford Publishing, London, pp. 134–196.
  13. Larsson, R., Westerberg, B., Albing, D., Knutsson, S., and Carlsson, E. 2007. Sulfidjord–geoteknisk klassificering och odranerad skjuvhallfasthet. [Sulphide soil—geotechnical classification and undrained shear strength.] Report No. 69, Swedish Geotechnical Institute, SGI, Linkoping. 135 pp.
  14. Larsson, R., 1990. Behaviour of Organic Clay and Gyttja (No. Report vol.38). Swedish Geotechnical Institute.
  15. Mayne, P.W. 2007. In-situ test calibrations for evaluating soil parameters. In Characterization & Engineering Properties of Natural Soils, Vol. 3, Proc. Singapore 2006, Taylor & Francis Group, London, pp. 1602–1652.
  16. Mesri, G., Ajlouni, M., 2007. Engineering properties of fibrous peats. Journal of Geotechnical and Geoenvironmental Engineering 133, 850–866.
  17. Ouyang, Z., & Mayne, P.W. 2017. Effective Friction Angle of Clays and Silts from Piezocone Penetration Tests. Canadian Geotechnical Journal, (ja).
  18. Pietrzykowski, P., 2004. Charakterystyka geologiczno-inżynierska eemskich gytii i kredy jeziornej z terenu Warszawy, PhD Thesis. ed. University of Warsaw, Warsaw. (in Polish)
  19. Powell, J.J.M., and Lunne, T. 2005. Use of CPTU data in clays/ fine grained soils. Studia Geotechnica et Mechanica, 27(3–4): 29–66.
  20. Robertson, P.K., 2016. Cone penetration test (CPT)-based soil behaviour type (SBT) classification system — an update. Canadian Geotechnical Journal 53, 1910–1927.
  21. Sandroni, S., Barreto, E., and Leroueil, S. 2015. The Santana Port accident: Could it be a sensitive clay flowslide under the Equator? In Proceedings, GeoQuebec 2015, (68th Canadian Geotechnical Conference), Canadian Geotechnical Society, Ottawa.
  22. Shahanguian, S., 1981. Détermination expérimentale des courbes d’état limite de l’argile organique de Cubzac-les-Ponts. Rapport de recherche LCPC, vol. 106.
  23. Sultan, N., Voisset, M., Marsset, B., Marsset, T., Cauquil, E., and Colliat, J.L. 2007. Potential role of compressional structures in generating submarine slope failures in the Niger Delta. Marine Geology, 237(3): 169–190. doi:10.1016/j.margeo.2006.11.002.
  24. Takemura, J., Watabe, Y., and Tanaka, M. 2006. Characterization of alluvial deposits in Mekong Delta. In Characterisation and Engineering Properties of Natural Soils II, Singapore. Vol. 3, Taylor & Francis Group, London, pp. 1805–1829.
  25. Tanaka, H., Locat, J., 1999. A microstructural investigation of Osaka Bay clay: the impact of microfossils on its mechanical behaviour. Canadian Geotechnical Journal 36, 493–508. https://doi.org/10.1139/t99-009
  26. Terzaghi, K., Peck, R.B., Mesri, G., 1996. Soil mechanics in engineering practice, Third Edition. ed. John Wiley & Sons, Inc., New York. https://doi.org/10.1139/cgj-2016-0044
  27. Tsushima, M., Miyakawa, I., and Iwasaki, T., 1977. Some investigations on shear strength of organic soil. Tsuchi-to-Kiso, J. Soil Mech. Found. Eng., 235, 13–18 (in Japanese).
  28. Yamaguchi, H., Ohira, Y., Kogure, K., Mori, S., 1985. Undrained shear characteristics of normally consolidated peat under triaxial compression and extension conditions. Soils and Foundations 25, 1–18.
  29. Yasuhara, K., & Takenaka, H., 1977. Physical and mechanical properties 2. Engineering Problems of Organic Soils in Japan, Japanese Society of Soil Mechanics and Foundation Engineering, 35–48.
DOI: https://doi.org/10.2478/sgem-2019-0016 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 143 - 150
Submitted on: Jan 28, 2019
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Accepted on: May 29, 2019
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Published on: Sep 30, 2019
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2019 Kamila Międlarz, Jakub Konkol, Lech Bałachowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.