Have a personal or library account? Click to login
Assessment of Shear Strength in Silty Soils Cover
Open Access
|Aug 2015

References

  1. [1] KOWALSKA M., Parametric identification of soil models in geotechnical problems, unpublished doctoral dissertation, Silesian University of Technology, Gliwice, Poland, 2009.
  2. [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. [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. [4] MŁYNAREK Z., WIERZBICKI J., New approaches and investigation problems of in situ tests, Geologos, 2007, 11, 97-118.
  5. [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. [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. [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. [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. [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. [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. [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. [12] POWERS M.C., A New Roundness Scale for Sedimentary Particles, Journal of Sedimentary Petrology, 1953, Vol. 23 (2), 117-119.10.1306/D4269567-2B26-11D7-8648000102C1865D
  13. [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.
DOI: https://doi.org/10.1515/sgem-2015-0020 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 51 - 55
Published on: Aug 28, 2015
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2015 Katarzyna Stefaniak, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.