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Konferencja
Proceedings of the 14th French-Polish Colloguium "Soli and Rock Mechanics. soil Mechanics - Geomaterials" Grenoble, August 29-31, 2007
Języki publikacji
Abstrakty
Soft soils reinforced with vertical stiff piles are covered with a load transfer granular platform in which arching occurs. By experiments on reduced-scale centrifuged model, the mechanisms of load transfer will be studied in a 3D arrangement. Several heights of load transfer platform will be tested to simulate embankment or floor slab. An original experimental device and the test programme are presented.
Wydawca
Czasopismo
Rocznik
Tom
Strony
257--268
Opis fizyczny
bibliogr. 21 poz.,
Twórcy
autor
autor
autor
autor
autor
autor
- Laboratoire Central des Ponts et Chaussées, Centre de Nantes, France
Bibliografia
- [1] BARCHARD J., Centrifuge modelling of piled embankments on soft soils, Master of Science of Engineering Thesis, Univ. New Brunswick, 2002, 221 p.
- [2] BRIANÇON L., Renforcement des sols par inclusions rigides. Etat de l’art en France et à l’étranger, 2002, Rapport IREX, 171 p.
- [3] BRIANÇON L., KASTNER R., SIMON B., DIAS D., Etat des connaissances. Amélioration des sols par inclusions rigides, Int. Symp. on Ground Improvement, presses ENPC, 2004, 15–44.
- [4] British standard BS 8006 1995 Code of practice for strengthened/reinforced soils and other fills.
- [5] CARLSSON B., Reinforced soil, principles for calculation, 1987, Terratema AB, Linköping (en suédois).
- [6] EBGEO, Bewehrte Erdkörper auf punkt- und linienförmigen Traggliedern, Entwurf Kapitel, Abschnitt 6.9, version mai 2004.
- [7] GARNIER J., PECKER A., Use of centrifuge tests for the validation of innovative concepts in foun-dation engineering, 2nd Int. Conf. on Earthquake Geotechnical Engng, Lisbon, 1999, 7 p.
- [8] HAN J., Design and construction of embankments on geosynthetic reinforced platforms supported piles, ASCE/PaDOT Geotechnical Seminar in Hersey, 1999, PA, USA.
- [9] HEWLETT W.J., RANDOLPH M.F., Analysis of piled embankments, Ground engineering, 1988, 12–18.
- [10] JENCK O., Le renforcement des sols compressibles par inclusions rigides verticales, Modélisation physique et numérique, Thèse de doctorat INSA Lyon, 2005, 383 p.
- [11] LOW B.K., TANG S.K., CHOA V., Arching in piled embankments, J. Geotechnical Engineering, 1994, 120, n° 11, 1917–1938.
- [12] MARSTON A., ANDERSON A.O., The theory of loads on pipes in ditches, and tests of cement and clay drain tile and sewer pipe, 1913, bulletin n° 31, Iowa Engineering Experiment Station, Ames, Iowa.
- [13] MCKELVEY J.A., The anatomy of soil arching, Geotextiles & Geomembranes, 1994, 13, 317–329.
- [14] PECKER A., Pont de Rion-Antirion: fiabilité et conception parasismique des fondations. La sécurité des grands ouvrages, Presses ENPC, 2000, 21–51.
- [15] RAULT G., THOREL L., GARNIER J., Modélisation physique de fondations et d’ouvrages maritimes, Mécanique et Industries, 2006, Vol. 7, 223–230.
- [16] SIMON B., SCHLOSSER F., Soil reinforcement by vertical stiff inclusions in France, Symp. Rigid Inclusion in Difficult Subsoil Conditions, 11–12 May, 2005, Mexico, 22 p.
- [17] SPANGLER M.G., HANDY R.L., Soil Engineering, 4th Ed., Harper and Row, Inc., New York, 1982.
- [18] SVANO G., ILSTAD T., EIKSUND G., WANT A., Alternative calculation principle for design of piles embankments with base reinforcement, Proc. 4th Int. Conf. of Ground Improvement Geosystem, Helsinki, 2000.
- [19] TERZAGHI K., Theoretical soil mechanics, New York, 1943, John Wiley and sons.
- [20] Van EEKELEN, BEZUIJEN A., OUNG O., Arching in piled embankments: experiments & design calculations, Proc. Foundations: innovations & practice, T. Telford, London, 2003, 885–894.
- [21] ZAESKE D., KEMPFERT H.-G., Berechnung und Wirkungsweise von unbewehrten und bewehrten mineralischen Tragschichten über punkt- und linienförmigen Traggliedern, Bauingenieur, 2002, 77, 80–86.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW7-0010-0027