Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
XIII Polish-French Colloquium: Soil and Rock Mechanics in Civil and Environmental Engineering, Wrocław, June 9-10, 2004
Języki publikacji
Abstrakty
The effect of preconsolidation on pile bearing capacity was studied in model tests performed in the calibration chamber. The tests were conducted on overconsolidated dense fine quartz sand with OCR ratios up to 7. The soil mass was overconsolidated in conditions of no lateral volume changes. Two types of boundary conditions (BC2 and BC3) were applied during pile penetration. The influence of boundary conditions on pile base resistance and lateral friction was analysed.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
3--12
Opis fizyczny
Bibliogr. 9 poz., rys., wykr.
Twórcy
autor
- Chair of Geotechnology, Faculty of Hydrotechnics, Technical University of Gdańsk, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland
autor
- Chair of Geotechnology, Faculty of Hydrotechnics, Technical University of Gdańsk, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland
autor
- Chair of Geotechnology, Faculty of Hydrotechnics, Technical University of Gdańsk, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland
Bibliografia
- [1] BAŁACHOWSKI L., DEMBICKI E., La construction d’une chambre d’étalonnage à l’Université Technique de Gdansk, Comptes-rendues du XII Colloque Franco-Polonais de Mécanique des Sols et des Roches Appliquée, Paris, juillet 2000.
- [2] BALACHOWSKI L., DEMBICKI E., Une étude des pieux fonçés dans une chambre d’étalonnage, JNGG Nancy, Octobre 2002.
- [3] BAŁACHOWSKI L., DEMBICKI E., Nośność pali w badaniach w komorze kalibracyjnej, XIII Krajowa Konferencja Mechaniki Gruntów i Fundamentowania, Gliwice–Szczyrk, Zeszyty Naukowe Politechniki Śląskiej, Budownictwo, 2003, z. 97.
- [4] BELLOTTI R. et al., Design, construction and use of a calibration chamber, Proc. of the Second European Symp. on Penetration Testing, Amsterdam, 1982.
- [5] GHIONNA V.N., JAMIOLKOWSKI M., A critical appraisal of calibration chamber testing in sands, Proc. of 1st Int. Conf. on Calibration Chamber Testing, Clarkson, 1991, pp. 13–39.
- [6] FORAY P., BAŁACHOWSKI L., Scale effect in lateral friction, Materiały Konferencyjne Centrifuge’98, Tokio, 1998.
- [7] FORAY P., BAŁACHOWSKI L., COLLIAT J.-L., Bearing capacity of model piles driven into dense overconsolidated sands, Canadian Geotechnical Journal, 1998, Vol. 35, pp. 374–385.
- [8] MAYNE P.W., KULHAWY F.H., K0–OCR relationship in soil, ASCE Journal of Geotechnical Engineering, 1982, 108 (6), pp. 851–870.
- [9] SALGADO R. et al., Calibration chamber size effects on penetration resistance in sand, Journal of Geotechnical and Geoenvironmental Engineering, 1998, Vol. 124, No. 9.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAR2-0004-0116