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Volumn , Issue , 2006, Pages 57-67

Finite element analysis of the excavation of the new Garibaldi station of Napoli underground

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORS; BENDING (DEFORMATION); BENTONITE; COMPUTER SIMULATION; CONSTRUCTION; DIAPHRAGMS; EXCAVATION; FINITE ELEMENT METHOD; FORECASTING; WATER;

EID: 42449124520     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (15)
  • 1
    • 0003565875 scopus 로고    scopus 로고
    • PhD Thesis, Imperial College of Science, Technology and Medicine, University of London
    • Addenbroke T.J. 1996. Numerical analysis of tunneling in stiff clay. PhD Thesis, Imperial College of Science, Technology and Medicine, University of London.
    • (1996) Numerical analysis of tunneling in stiff clay
    • Addenbroke, T.J.1
  • 2
    • 0002381852 scopus 로고
    • Construction induced movements of in situ wall. Design and Performance of Earth Retaining Structures, Lambe & Hansen, Ithaca (NY)
    • Clough G.W. & O'Rourke T.D. 1990. Construction induced movements of in situ wall. Design and Performance of Earth Retaining Structures, Lambe & Hansen, Ithaca (NY). ASCE GSP 25: 430-470.
    • (1990) ASCE , vol.GSP 25 , pp. 430-470
    • Clough, G.W.1    O'Rourke, T.D.2
  • 3
    • 0033391504 scopus 로고    scopus 로고
    • Three-dimensional finite element analysis of diaphragm wall installation
    • Gourvenec S.M. & Powrie W. 1999. Three-dimensional finite element analysis of diaphragm wall installation. Géotechnique 49, No. 6, 801-823.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 801-823
    • Gourvenec, S.M.1    Powrie, W.2
  • 4
    • 0026834755 scopus 로고
    • Installation effects and their importance in the design of earth-retaining structures. Tech. Note
    • Gunn M.J. & Clayton C.R.I. 1992. Installation effects and their importance in the design of earth-retaining structures. Tech. Note, Géotechnique 42, No. 1, 137-141.
    • (1992) Géotechnique , vol.42 , Issue.1 , pp. 137-141
    • Gunn, M.J.1    Clayton, C.R.I.2
  • 5
    • 0025746853 scopus 로고
    • Observed behaviour of a deep excavation in Gault clay: A preliminary appraisal
    • Florence
    • Lings M.L., Nash D.F.T., Ng C.W.W. & Boyce M.D. 1991. Observed behaviour of a deep excavation in Gault clay: a preliminary appraisal. Proc. X ECSMFE, Florence 2, 467-470.
    • (1991) Proc. X ECSMFE , vol.2 , pp. 467-470
    • Lings, M.L.1    Nash, D.F.T.2    Ng, C.W.W.3    Boyce, M.D.4
  • 6
    • 0035276907 scopus 로고    scopus 로고
    • Database for Retaining Wall and Ground Movements due to Deep Excavations
    • Long M. 2001. Database for Retaining Wall and Ground Movements due to Deep Excavations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(3): 203-224.
    • (2001) Journal of Geotechnical and Geoenvironmental Engineering, ASCE , vol.127 , Issue.3 , pp. 203-224
    • Long, M.1
  • 7
    • 55549140432 scopus 로고    scopus 로고
    • Mandolini A., Viggiani C. & e Viggiani G.M.B. 2004. Interazione fra Linee Metropolitane e il tessuto urbano storico e monumentale della città di Napoli. Incontro Annuale dei Ricercatori di Geotecnica, IARG 2004, Trento.
    • Mandolini A., Viggiani C. & e Viggiani G.M.B. 2004. Interazione fra Linee Metropolitane e il tessuto urbano storico e monumentale della città di Napoli. Incontro Annuale dei Ricercatori di Geotecnica, IARG 2004, Trento.
  • 8
    • 55549122594 scopus 로고
    • Effects of modelling wall installation on multi-staged excavations in stiff clays
    • Sapporo
    • Ng C.W.W. 1994. Effects of modelling wall installation on multi-staged excavations in stiff clays. Proc. 1st Int. Conf. Pre-failure Deformation of Geomaterials, Sapporo 1, 595-600.
    • (1994) Proc. 1st Int. Conf. Pre-failure Deformation of Geomaterials , vol.1 , pp. 595-600
    • Ng, C.W.W.1
  • 10
    • 0021492166 scopus 로고
    • The behaviour of a propped retaining wall: Results of a numerical experiment
    • Potts D.M. & Fourie A.B. 1984. The behaviour of a propped retaining wall: results of a numerical experiment. Géotechnique 34, No. 3, 347-352.
    • (1984) Géotechnique , vol.34 , Issue.3 , pp. 347-352
    • Potts, D.M.1    Fourie, A.B.2
  • 11
    • 0030470797 scopus 로고    scopus 로고
    • Ground response during diaphragm wall installation in clay: Centrifuge model tests
    • Powrie W. & Kantartzi C. 1996. Ground response during diaphragm wall installation in clay: centrifuge model tests. Géotechnique 46, No. 4, 725-739.
    • (1996) Géotechnique , vol.46 , Issue.4 , pp. 725-739
    • Powrie, W.1    Kantartzi, C.2
  • 12
    • 0347531901 scopus 로고    scopus 로고
    • Ground movements associated with excavations in stiff clays: Current prediction capability
    • Napoli
    • Rampello S., Stallebrass S.E. & Viggiani G.M.B. 1998. Ground movements associated with excavations in stiff clays: current prediction capability. Proc. II Int Symp. On Hard Soils/Soft Rocks, Napoli, vol. III, 1527-1540
    • (1998) Proc. II Int Symp. On Hard Soils/Soft Rocks , vol.3 , pp. 1527-1540
    • Rampello, S.1    Stallebrass, S.E.2    Viggiani, G.M.B.3
  • 13
    • 0032123051 scopus 로고    scopus 로고
    • Investigations of retaining wall installation and performance using centrifuge modeling techniques
    • Richards D.J., Powrie W. & Page J.R.T. Investigations of retaining wall installation and performance using centrifuge modeling techniques. Proc. ICE, Geotechnical Engineering 131, No. 3, 163-170
    • Proc. ICE, Geotechnical Engineering , vol.131 , Issue.3 , pp. 163-170
    • Richards, D.J.1    Powrie, W.2    Page, J.R.T.3
  • 14
    • 0027836386 scopus 로고
    • Stress changes in stiff clay caused by the installation of embedded retaining walls
    • Symons I.F. & Carder D.R. 1992. Stress changes in stiff clay caused by the installation of embedded retaining walls. Proc. ICE, Retaining Structures: 227-236.
    • (1992) Proc. ICE, Retaining Structures , pp. 227-236
    • Symons, I.F.1    Carder, D.R.2
  • 15
    • 34648861019 scopus 로고    scopus 로고
    • Predicting tunnelling-induced displacements and associated damage to structures
    • Viggiani G.M.B. & Soccodato F.M. 2004. Predicting tunnelling-induced displacements and associated damage to structures. Rivista Italiana di Geotecnica, No. 4, 11-25.
    • (2004) Rivista Italiana di Geotecnica , Issue.4 , pp. 11-25
    • Viggiani, G.M.B.1    Soccodato, F.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.