1. bookVolume 34 (2012): Edition 3 (September 2012)
Détails du magazine
License
Format
Magazine
eISSN
2083-831X
ISSN
0137-6365
Première parution
09 Nov 2012
Périodicité
4 fois par an
Langues
Anglais
Accès libre

Use of the laboratory tests of soil modulus in modelling pile behaviour

Publié en ligne: 01 Oct 2012
Volume & Edition: Volume 34 (2012) - Edition 3 (September 2012)
Pages: 53 - 61
Détails du magazine
License
Format
Magazine
eISSN
2083-831X
ISSN
0137-6365
Première parution
09 Nov 2012
Périodicité
4 fois par an
Langues
Anglais

[1] ATKINSON J.H., Non-linear soil stiffness in routine design, Geotechnique, 2000, 50, No. 5, 487-508.10.1680/geot.2000.50.5.487Search in Google Scholar

[2] CHOW Y.K., Analysis of Vertically Loaded Pile Groups, International Journal for Numerical and Analytical Methods in Geomechanics, 1986, Vol. 10, 59-72.10.1002/nag.1610100105Search in Google Scholar

[3] DYKA I., Analysis and calculation method of pile group settlement (in polish), PhD Thesis, Technical University of Gdańsk, Gdańsk, 2001.Search in Google Scholar

[4] DYKA I., SROKOSZ P.E., Badania gruntu w aparacie RC/TS, Część 1, Inżynieria Morska i Geotechnika, will be printed in 2012.Search in Google Scholar

[5] DYKA I., W sprawie obliczania osiadania pali w grupie, Inżynieria i Budownictwo, No. 12/2009, 669-673.Search in Google Scholar

[6] FAHEY M., Deformation and in situ stress measurement, Proceedings of International Conference on Site Characterization, ICS’1, Atlanta, GA, April 1998, Vol. 1, 49-68.Search in Google Scholar

[7] FAHEY M., CARTER J.P., A finite element study of the pressuremeter in sand using a nonlinear elasticplastic model, Canadian Geotechnical Journal, 1993, 30, 2, 348-362.10.1139/t93-029Search in Google Scholar

[8] GRYCZMAŃSKI M., State of the art in modelling of soil behaviour at small strains, Architecture Civil Engineering Environment, No. 1/2009, The Silesian University of Technology.Search in Google Scholar

[9] GWIZDAŁA K., DYKA I., Analityczna metoda prognozowania krzywej osiadania pala pojedynczego, Inżynieria i Budownictwo, 2001, No. 12, 729-733.Search in Google Scholar

[10] JASTRZĘBSKA M., ŁUPIEŻOWIEC M., The influence of the choice of strain modulus value on foundationsettlement, Studia Geotechnica et Mechanica, 2011, Vol. XXXIII, No. 2, 31-39.Search in Google Scholar

[11] MASSARSCH K.R., Deformation properties of fine-grained soils from seismic tests, Keynote lecture of International Conference on Site Characterization, ICS’2, Porto, September 2004, 19-22.Search in Google Scholar

[12] MAYNE P.W. et al., Geomaterial Behavior and Testing, Proceedings of 17-th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria, Egypt, 5-9 October 2009, 2777-2872.Search in Google Scholar

[13] MAYNE P.W., SCHNEIDER J.A., MARTIN G.K., Small- and large-strain soil properties from seismicflat plate dilatometer tests, Pre-Failure Deformation Characteristics of Geomaterials, Vol. 1, (Torino), Balkema, Rotterdam, 1999, 419-426.Search in Google Scholar

[14] SROKOSZ P.E., Badania gruntu elementami bender, Inżynieria Morska i Geotechnika, 2012, 1, 29-38.Search in Google Scholar

[15] Van IMPE W.F., de CLERCQ Y., A Piled Raft Interaction Model, Proc. of 5-th International Conference and Exhibition on Piling and Deep Foundations - DFI ’94, Bruges, Belgium, 13-15 June 1994.Search in Google Scholar

[16] WDOWSKA M.K., WUDZKA A., Zmiana sztywności gruntów spoistych ze względu na zakres rozpatrywanychodkształceń, Proceedings of 14 KKMGiG, Białystok-Augustów 2006, Zeszyty Naukowe Politechniki Białostockiej, Budownictwo, Zeszyt 29, 243-254.Search in Google Scholar

[17] ASTM D4015-92 2000, Standard Test Methods for Modulus and Damping of Soils by the Resonant- Column Method.Search in Google Scholar

Articles recommandés par Trend MD

Planifiez votre conférence à distance avec Sciendo