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Assessment of shear strength in silty soils

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article presents a comparison of shear strength values in silty soils from the area of Poznań, determined based on selected Nkt values recommended in literature, with values of shear strength established on the basis of Nkt values recommended by the author. Analysed silty soils are characterized by the carbonate cementation zone, which made it possible to compare selected empirical coefficients both in normally consolidated and overconsolidated soils.
Słowa kluczowe
Rocznik
Strony
51--55
Opis fizyczny
Bibliogr. 13 poz., rys.
Twórcy
autor
  • Poznań University if Life Sciences, Institute of Construction and Geoengineering, ul. Wojska Polskiego 28, 60-637 Poznań, Poland
Bibliografia
  • [1] KOWALSKA M., Parametric identification of soil models in geotechnical problems, unpublished doctoral dissertation, Silesian University of Technology, Gliwice, Poland, 2009.
  • [2] MŁYNAREK Z., SANGLERAT G., Relationship between shear parameters and cone resistance for some cohesive soils, Proc. of International Symposium In-situ Tests, Paris, 1983, Vol. 2, 347–352.
  • [3] MAYNE P.W., Interrelationships of DMT and CPT readings in soft clays, Proc. 2nd International Conference on Flat Dilatometer, 2–5 April 2006, Washington D. C., USA, 2006, 231–236.
  • [4] MŁYNAREK Z., WIERZBICKI J., New approaches and investigation problems of in situ tests, Geologos, 2007, 11, 97–118.
  • [5] SENNESET K., JANBU N., SVANO G., Strength and deformation parameters from cone penetration tests, International Conference Penetration Testing, ESOPT ’82, Balkema Publ., Amsterdam, Rotterdam, 1982, 863–870.
  • [6] DE GROOT D.J., LUTENEGGER A.J., Characterization by sampling and in-situ testing Connecticut Valley varved clay, Studia Geotechnica et Mechanica, 2005, Vol. 27 (3–4), 107–120.
  • [7] AAS G., LACASSE S., LUNNE T., HOEG K., Use of in-situ tests for foundation design on Clay, Proc. of the ASCE Conference In-situ, 23–25 June 1986, Blackburg, Virginia, USA, 1986, 1–30.
  • [8] LA ROCHELLE P., ZEBDI M., LEROUEIL S., TAVENAS F., VIRELY D., Piezocone tests in sensitive clays of eastern Canada, Proc. of the First International Symposium on Penetration Testing, ISPT-1, 1988, 21–24 March 1998, Vol. 2, Orlando, Florida, 831–841.
  • [9] POWELL J.M., QUARTERMAN R., The interpretation of cone penetration tests in clay with particular reference to rate effects, Proc. of the First International Symposium on Penetration Testing, ISPT-1, 21–24 March 1998, Vol. 2, Orlando, Florida, Balkema, 903–910.
  • [10] BJERRUM L., Problems of Soil Mechanics and construction on soft clays, General Report, 8th International Conference on Soil Mechanics and Foundations Engineering, Moscow, Russia, 6–11 August 1973, Vol. 3, 111–159.
  • [11] LECHOWICZ Z., WRZESIŃSKI G., Assessment of embankment stability on organic soils using Eurocode 7, Proc. of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, 2–6 September 2013, 1827–1830.
  • [12] POWERS M.C., A New Roundness Scale for Sedimentary Particles, Journal of Sedimentary Petrology, 1953, Vol. 23 (2), 117–119.
  • [13] STEFANIAK K., The selected alluvial subsoil as base material for the construction and earthen structures, unpublished doctoral dissertation, University of Life Sciences, Poznań, Poland, 2013.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c2567af7-24bd-4f24-8d93-1503d1182cd6
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