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Penetration resistance of Lubiatowo sand in calibration chamber tests

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Języki publikacji
EN
Abstrakty
EN
A series of cone penetration tests with standard cone and mini-cone were performed in the calibration chamber at Gdańsk University of Technology. Medium size, double wall chamber permits full control of stress and strain acting on the soil mass. The calibration chamber houses cylindrical soil sample 53 cm in diameter and 100 cm high. Lateral and vertical stresses, as well as strain conditions can be applied independently. The results of pushed-in model piles of small diameter, dilatometer tests, standard cone and mini CPT probe were analysed to determine size and boundary effects in penetration testing for calibration chamber and model sand. Free field values of cone resistance, independent of size and boundary effects, are proposed for Lubiatowo sand.
Słowa kluczowe
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland, abal@pg.gda.pl
Bibliografia
  • 1. Baldi G., Bellotti R., Ghionna V., Jamiolkowski M., Pasqualini E. (1986), Interpretation of CPTs and CPTUs – Part II: drained penetration in sands, Proceedings of the Fourth International Geotechnical Seminar on Field Instrumentation and in Situ Measurements, Nanyang Technological Institute, Singapore, 143–156.
  • 2. Bałachowski L. (1995), Diff´erents aspects de la mod´elisation physique du comportement des pieux: Chambre d’Etalonnage et Centrifugeuse, Th‘ese de doctorat, Institut National Polytechnique de Grenoble, France, 320 pp.
  • 3. Bałachowski L., Dembicki E. (2002), Une ´etude de pieux fonc´es dans la chambre d’´etalonnage, Journ´ees Nationales pour la G´eotechnique et la G´eologie d’Ing´enieurs, Nancy, 8–9 Octobre, CD ROM ISBN 2-85555-056-6.
  • 4. Bałachowski L., Dembicki E. (2003), La construction d’une chambre d’´etalonnage ‘a l’Universit´e Technique de Gdansk, Studia Geotechnica et Mechanica, Vol. 25, No. 1–2, 21–26.
  • 5. Bałachowski L., Kozak P., Dembicki E. (2005), Effect of preconsolidation on pile bearing capacity in model tests, Studia Geotechnica et Mechanica, Vol. 27, No. 1–2, 3–11.
  • 6. Been K., Crooks J. H. A., Becker D. E., Jefferies M. G. (1986), The cone penetration test in sands: Part I, state parameter interpretation, G´eotechnique, Vol. 36, No. 2, 239–249.
  • 7. Been K., Jefferies M. G., Crooks J. H. A., Rothenburg L. (1987), The cone penetration test in sands: Part II, general inference of state, G´eotechnique, Vol. 37, No. 3, 285–299.
  • 8. Bellotti R., Bizzi G., Ghionna V. (1982), Design, construction and use of a calibration chamber, Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, 24–27 May, 439–446.
  • 9. Bellotti R., Pedroni S. (1991), Design and development of a small calibration chamber for compressible sands, Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ. Potsdam, USA, 91–99.
  • 10. Bolton M. D., Gui M. W. (1993), The study of relative density and boundary effects for cone penetration tests in centrifuge, Report CUED/D-SOILS/TR256, Cambridge University, Engineering Department, UK., 31 pp.
  • 11. Bolton M. D., Gui M. W., Garnier J., Cort´e J. F., Bagge G., Laue J., Renzi R. (1999), Centrifuge cone penetration tests in sand, G´eotechnique, Vol. 49, No. 4, 543–552.
  • 12. Colliat-Dangus J. L., Desrues J., Foray P. (1988), Triaxial testing of granular soil under elevated cell pressures, Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, Philadelphia, 290–310.
  • 13. Foray P. (1991), Scale and boundary effects on calibration tests, Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ. Potsdam, USA, 147–160.
  • 14. Fretti C., Lo Presti D. C. F., Pedroni S. (1995), A pluvial deposition method to reconstitute well-graded sand specimens, Geotechnical Testing Journal, Vol. 18, No. 2, 292–298.
  • 15. Ghionna V. N., Jamiolkowski M. (1991), A critical apparaisal of calibration chamber testing in sands, Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ. Potsdam, USA, 13–37.
  • 16. Gui M. W., Bolton M. D., Garnier J., Cort´e J. F., Bagge G., Laue J., Renzi R. (1998), Guidelines for cone penetration tests in sand, Proc. of International Conference Centrifuge’98, Tokyo, Japan, Vol. 1, 155–160.
  • 17. Holden J. C. (1971), Laboratory research on static cone penetrometers, Internal report CE-SM-71-1, University of Florida, Gainsville, Department of Civil Engineering.
  • 18. Holden J. C. (1991), History of the first six CRB calibration chambers, Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ. Potsdam, USA, 1–11.
  • 19. Houlsby G. T., Hitchman R. (1988), Calibration chamber tests of cone penetrometer in sand, G´eotechnique, Vol. 38, No. 1, 39–44.
  • 20. Hsu H.-H., Huang A.- B. (1998), Development of an Axisymmetric Field Simulator for Cone Penetration Tests in Sand, Geotechnical Testing Journal, GTJODJ, Vol. 21, No. 4, 348–355.
  • 21. Huang A.-B., Holtz R. D., Chameau J.-L. A. (1988), Calibration Chamber for Cohesive Soils, Geotechnical Testing Journal, Vol. 11, No. 1, 30–35.
  • 22. Iwasaki K., Tanizawa F., Zhou S., Tatsuoka F. (1988), Cone resistance and liquefaction strength of sand, Proceedings of the 1st International Symposium on Penetration Testing (I.S.O.P.T.), Orlando, 20–24 March, Vol. 2, 785–791.
  • 23. Jamiolkowski M., Lo Presti D. C. F., Manassero M. (2001), Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT, Symposia in Honor of C. C. Ladd, Soil Behavior and Soft Ground Construction, Geotechnical Special Publications, No. 119, 5–6 October, Cambridge, Massachusetts, USA, 37 pp.
  • 24. Kurup P. U., Voyiadis G. Z., Tumay M. T. (1996), Calibration chamber studies of piezocone test in cohesive soils, Journal of Geotechnical Engineering, Vol. 120, No. 1, 81–107.
  • 25. Lunne T., Robertson P. K., Powel J. J. M. (1997), Cone Penetration Testing in Geotechnical Practice, Blackie Academic and Professional, London, pp. 312.
  • 26. Mayne P. W., Kulhawy F. H. (1991), Calibration chamber database and boundary effects correction for CPT data, Proceedings of the 1st International Conference on Calibration Chamber Testing, Clarkson Univ. Potsdam, USA, 257–263.
  • 27. Parkin A. K., Lunne T. (1982), Boundary effects in the laboratory calibration of a cone penetrometer for sand, Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, 24–27 May, Vol. 2, 761–768.
  • 28. Robertson P. K., Campanella R. G. (1983), Interpretation of cone penetrometer test: Part I: Sand, Canadian Geotechnical Journal, Vol. 20, No. 4, 718–733.
  • 29. Salgado R., Mitchell J. K, Jamiolkowski M. (1998), Calibration Chamber size effects on penetration resistance in sand, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 9, 878–888.
  • 30. Schmertmann J. H. (1978), Guidelines for Cone Penetration Test, Performance and Design, Report, FHWA-TS-78-209, US Federal Highway Administration, Washington, DC, 145 pp.
  • 31. Veismanis A. (1974), Laboratory investigation of electrical friction cone penetrometers in sands, Proceedings of European Symposium on Penetration Testing, Stockholm, June 1974, 407–419.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT8-0004-0025
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