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On the applicability of in situ soil probings to geological analyses Cover

On the applicability of in situ soil probings to geological analyses

Geologos
Volume 17 (2011): Issue 1 (April 2011)
By:  and    
Open Access
|Apr 2011
References

References

  1. Bagnold, R. A., 1991.(1973 ed.). John Wiley & Sons, New York, 255 pp.
    Open DOISearch in Google Scholar
  2. Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M., Marchetti, S. & Pasqualini, E., 1986. Flat dilatometer tests in calibration chambers.(ASCE Special Conference on "Use of in situ tests in geotechnical engineering", Virginia Tech, Blacksburg, VA). American Society of Civil Engineers Geotechnical Special Publication 6, 431-446.
    Search in Google Scholar
  3. Bażynski, J., Drαgowski, A., Frankowski, Z., Kaczyński, R., Rybicki, S. & Wysokiński, L., 1999.[Engineering geological documentation - Principles of preparation]. Państwowy Instytut Geologiczny, Warszawa, 184 pp.
    Search in Google Scholar
  4. Been, K., Quiñonez, A. & Sancio R. B., 2010. Interpretation of the CPT in engineering practice. Key note lecture 2. [In:] P. K. Robertson (Ed.):Huntington Beach, Omnipress, 19 pp.
    Search in Google Scholar
  5. Borówka, K. R., 1980. Współczesne procesy transportu i sedymentacji piasków eolicznych oraz ich uwarunkowania i skutki na obszarze wydm nadmorskich. [Present-day transport and sedimentation processes of aeolian sands — controlling factors and resulting phenomena in a coastal-dune area].20, 126 pp.
    Search in Google Scholar
  6. Casagrande, A., 1936. The determination of the preconsolidation load and its practice significance.(Cambridge) 3, 60-64.
    Search in Google Scholar
  7. Dobracka, E. & Pisarska, M., 2002. Plejstocen Pomorza Środkowego i strefa marginalna lobu Parsęty. Stanowisko Ostrowαs [Pleistocene of Middle Pomerania and the marginal zone of the Parsęta ice-sheet lobe. Site Ostrowαs].Państwowy Instytut Geologiczny, 131-143.
    Search in Google Scholar
  8. Frankowski, Z., 2003. Interpretacja wyników sondowań dynamicznych i badań presjometrycznych. Sondowania dynamiczne. [Interpretation of dynamic-probing tests and pressure meter tests. Dynamic sounding]., Instytut Techniki Budowlanej, Warszawa, 12-22.
    Search in Google Scholar
  9. Gradziński, R., Kostecka, A., Radomski, A. & Unrug, R., 1986.[Principles of sedimentology]. Wydawnictwa Geologiczne, Warszawa, 628 pp.
    Search in Google Scholar
  10. Jamiolkowski, M., Ladd C. C., Germaine, J. T. & Lancellotta, R., 1985. New developments in field and laboratory testing of soils.(San Francisco), 1, 57-154.
    Search in Google Scholar
  11. Jamiołkowski, M., Lo Presti, D. C. F. & Manassero, M., 2001. Evaluation of relative density and shear strength of sands from CPT and DMT., M. I. T., Cambridge, 56 pp.
    Search in Google Scholar
  12. Janbu, N., Tokheim, O. & Senneset, K., 1981. Consolidation tests with continuous loading.(Stockholm) 1, pp 645-654.
    Search in Google Scholar
  13. Krygowski, B., 1964.[A method for mechanical analysis of grain forms - theory and application]. PWN, Poznań, 112 pp.
    Search in Google Scholar
  14. Locat, J., Tanaka, H., Tan, T. S., Dasari, G. R. & Lee, H., 2003. Natural soils: geotechnical behavior and geological knowledge. [In:] T. S. Tan, K. K. Phoon, D. W. Hight & S. Leroueil (Eds):Swets & Zeitlinger, 3-28.
    Search in Google Scholar
  15. Lunne, T., Robertson, P. K. & Powell, J., 1997.E&FN Spon, London, 302 pp.
    Search in Google Scholar
  16. Maksiak, S. & Mróz, W. J., 1978. Czwartorzęd środkowej części Pojezierza Pomorskiego [Quaternary of the middle part of the Pomeranian Lake District].19, 97-146.
    Search in Google Scholar
  17. Mayne, P. W., 1995. Profiling yield stress in clays by insitu tests.(National Academy Press, Washington) 1479, 43-50.
    Search in Google Scholar
  18. Mayne, P. W., 2007. Synthesis on cone penetration testing: state-of-practice.Transportation Research Board (National Academies Press, Washington, D. C.), 137 pp.
    Search in Google Scholar
  19. Młynarek, Z., 1979.[Cone penetration testing in geotechnical investigations]. Naczelna Organizacja Techniczna, Poznań, 106 pp.
    Search in Google Scholar
  20. Młynarek, Z., 2004. Współczesne tendencje wyznaczania parametrów geotechnicznych metodami in-situ [Recent tendencies for the evaluation of geotechnical parameters by means of in situ tests].1, 22-27
    Search in Google Scholar
  21. Młynarek, Z., Tschuschke, W. & Wierzbicki, J., 1997. Klasyfikacja gruntów podłoza budowlanego metodα statycznego sondowania [Soil classification according to cone penetration tests].(Gdańsk), 119-127.
    Search in Google Scholar
  22. Młynarek, Z. & Wierzbicki, J., 2007. Nowe możliwości i problemy interpretacyjne polowych badań gruntöw [New approaches and investigation problems of in situ tests].11, 97-118.
    Search in Google Scholar
  23. Młynarek, Z., Wierzbicki, J. & Long, M., 2008. Factors affecting CPTU and DMT characteristics in organic soils. [In:] Z. Młynarek, Z. Sikora & E. Dembicki (Eds):1, 407-417.
    Search in Google Scholar
  24. Pisarczyk, S., 2001.[Engineering soil science]. PWN, Warszawa, 346 pp.
    Search in Google Scholar
  25. Polska Norma PN - 1981/B-03020: Grunty budowlane. Posadowienie bezpośrednie budowli. Obliczenia statyczne i projektowanie. [Polish standard PN - 1981/B-03020: Building soils. Fundation bases. Static calculation and project]. 24 pp.
    Search in Google Scholar
  26. Polska Norma PN - 2002/B-04452: Geotechnika. Badania polowe. [Polish standard PN - 2002/B-04452: Geotechnics. Field investigation]. 78 pp.
    Search in Google Scholar
  27. Radaszewski, R., 2003.[Reconstruction of palaeokinematic characteristics of dune-forming winds in the area between the Warta and Noteć rivers]. Instytut Geologii UAM, Poznań, 173 pp.
    Search in Google Scholar
  28. Radaszewski, R. & Wierzbicki, J., 2007. Charakterystyka zagęszczenia piasków eolicznych i bezpośredniego podłoza wydm na obszarze Międzyrzecza Warciań-sko-Noteckiego. [Description of the density of aeolian sands and their substratum in the area between the Warta and Noteć river].11, 253-267.
    Search in Google Scholar
  29. Robertson, P. K., 2009. Interpretation of cone penetration tests - a unified approach., 46, 1337-1355.
    Open DOISearch in Google Scholar
  30. Sanglerat, G., 1972.Elsevier, Amsterdam, 464 pp.
    Search in Google Scholar
  31. Schnaid, F., 2009.Taylor & Francis, London, 329 pp.
    Open DOISearch in Google Scholar
  32. Senneset, K., Sandven, R. & Janbu, N., 1989. The evaluation of soil parameters from piezocone tests.1235, 24-37.
    Search in Google Scholar
  33. Sikora, Z., 2006.[Statical probing. Methods and practice in geoengineering]. Wydawnictwo Naukowo Techniczne, Warszawa, 350 pp.
    Search in Google Scholar
  34. Tschuschke, W. & Wierzbicki, J., 1998. Zastosowanie techniki statycznego sondowania do oceny parametrów geotechnicznych podłoza. [Application of the CPT and CPTU techniques to the evaluation of the geotechnical parameters of the subsoil]. [In:] J. Liszkowski (Ed):Wind, Wrocław, 107-112.
    Search in Google Scholar
  35. Wierzbicki, J., 2009. Analysis of changes in overconsolidation ratio in selected profiles of non-lithified deposits.2: 77-84.
    Search in Google Scholar
  36. Wierzbicki, J., 2000.[Evaluation of the subsoil overconsolidation by in situ testing and the problem of deposit origin]. Uniwersytet Przyrodniczy, Poznań, Rozprawy Naukowe 410, 182 pp.
    Search in Google Scholar
  37. Wierzbicki, J., Paluszkiewicz, Re. & Paluszkiewicz, Ry., 2007. Analiza zmienności litofacjalnej osadów zastoiska złocienieckiego w oparciu o wyniki sondowania statycznego [Lithological analysis of the Złocieniec proglacial lake sediments based on cone penetration test results]. [In:] E. Smolska & D. Giriat (Eds):[Reconstruction of geomorphic process dynamics - forms and deposits]. Wydawnictwo Łośgraf, Warszawa, 427-438.
    Search in Google Scholar
  38. Wierzbicki, J. & Stefaniak, K., 2009. Ocena wpływu struktury i tekstury gruntu niespoistego na opór stożka w badaniu CPTU [Analysis of the influence of a non-cohesive soil structure and texture on the CPTU cone resistance]. [In:] E. Dembicki, M. K. Kumor & Z. Lechowicz (Eds):[Geotechnical and environmental problems of expansive grounds]. Uniwersytet Techniczno-Przyrodniczy, Bydgoszcz, 117-128.
    Search in Google Scholar
DOI: https://doi.org/10.2478/v10118-011-0001-x | Journal eISSN: 2080-6574 | Journal ISSN: 1426-8981
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Language: English
Page range: 5 - 16
Published on: Apr 4, 2011
Published by: Adam Mickiewicz University
In partnership with: Paradigm Publishing Services
Keywords:
dynamic penetration test,
static penetration test,
soil-density index,
overconsolidation ratio
Related subjects:
Geosciences,
Geology and mineralogy

© 2011 Robert Radaszewski, Jędrzej Wierzbicki, published by Adam Mickiewicz University
This work is licensed under the Creative Commons License.

Volume 17 (2011): Issue 1 (April 2011)
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