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The article presents back analysis to estimate geotechnical parameters of fill layer. The agreement between field measurements and theoretical calculations was examined. Displacements of a cantilever CFA bored pile wall were monitored. The inclinometric measurements were taken directly after pile construction and according to excavation process. Over 200 calculation series were performed, with changing fill parameters. The calculations employed the actual geometric and material parameters of the pile wall, as well as geotechnical parameters of layered soil. The parameters estimated through back analysis were the angle of internal friction and Young’s modulus of fill layer. In the case discussed, pile wall cap displacement was the response of the system, and soil medium parameters were the input data. The agreement between theoretical calculations and inclinometer measurements was assessed in accordance with two functions. The measured horizontal displacements of excavation support structure assumed different values at the two inclinometer sites analysed. Back analysis results for these sites are approximately convergent for a final excavation depth.
Wydawca
Czasopismo
Rocznik
Tom
Strony
3--16
Opis fizyczny
Bibliogr. 16 poz., tab., rys., wykr., fot.
Twórcy
autor
- Wrocław University of Technology, Faculty of Civil Engineering, Institute of Geotechnics and Hydroengineering, Department of Engineering Foundations, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
autor
- Wrocław University of Technology, Faculty of Civil Engineering, Institute of Geotechnics and Hydroengineering, Department of Engineering Foundations, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland
Bibliografia
- [1] BUI H.D., TANAKA M., Inverse problems in engineering mechanics, Balkema, Paris, France, 1994.
- [2] CALVELLO M., FINNO R.J., Calibration of soil models by inverse analysis, Proc. Int. Symposium on Numerical Models in Geomechanics, NUMOG VIII, Balkema, Rotterdam, The Netherlands, 2002, 107–116.
- [3] CALVELLO M., FINNO R.J., Selecting parameters to optimize in model calibration by inverse analysis, Comput. Geotech., 2004, 31 (5), 411–425.
- [4] CLOUGH G.W., O’ROURKE T.D., Construction induced movements of in situ walls, Proc., Conf. on Design and Performance of Earth Retaining Structures, ASCE, Geotechnical Special Publication, No. 25, ASCE, New York, 1990, 439–470.
- [5] DUNNICLIFF J., Geotechnical Instrumentation for Monitoring Field Performance, Wiley, New York, 2004.
- [6] DYBICZ R., SIEMIŃSKA-LEWANDOWSKA A., Analiza współpracy grunt-konstrukcja oporowa na podstawie pomiarów w warunkach rzeczywistych, Inżynieria i Budownictwo, 2010, No. 11.
- [7] Inclinometers. Instruction manual. (09/05-Rev.4).
- [8] Incli2 User’s Manual. Realese 4.0 – July 2006.
- [9] JANUSZ J., Inklinometr cięgnowy do pomiaru przemieszczeń poziomych, Inżynieria i Budownictwo, 1999, No. 7–8, s. 452.
- [10] KŁOSIŃSKI B., Wpływ głębokich wykopów na odkształcenia przyległych obiektów budowlanych, Inżynieria i Budownictwo, 2010, 11.
- [11] LEDESMA A., GENS A., ALONSO E.E., Estimation of parameters in geotechnical back analysis. I. Maximum likelihood approach, Computers and Geotechnics, 1996, 18, 1, 1–27.
- [12] LONG M., Database for retaining wall and ground movements due to deep excavations, Journal of Geot. & Geoenv. Eng., 2001, No. 3.
- [13] SROKOSZ P., Back analysis iInverse problems in geotechnics-examples of shape determination, Foundations of Civil and Enviromental Engineering, 2008, No. 8.
- [14] VERMEER P.A., Plaxis. Delft University of Technology, A.A. Balkema, Netherlands, 1994.
- [15] VAIRAKTARIS E., Inverse problems in geomechanics, European Journal of Environmental and Civil Engineering, 2010, Vol. 14, Iss. 8–9.
- [16] YOUSSEF M.A., HASHASH SÉVERINE LEVASSEUR, ABDOLREZA OSOULI, RICHARD FINNO, YANN MALECOT, Comparison of two inverse analysis techniques for learning deep excavation response, Computers and Geotechnics, 2010, Vol. 37, Iss. 3, 323–333.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-291ba8b2-1ac5-4ea0-81a5-ae9a2e3ef5af