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Volumn 23, Issue 13 SPEC. ISS., 1999, Pages 1407-1425

Back analysis of the measurements performed during the excavation of a shallow tunnel in sand

Author keywords

Back analysis; Cohesionless soil; Finite elements; Jet grouting; Shallow tunnels; Strain softening

Indexed keywords

BACK ANALYSIS; DISPLACEMENT; EXCAVATION; NUMERICAL METHOD; SAND; TUNNELING;

EID: 0033237092     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199911)23:13<1407::AID-NAG934>3.0.CO;2-Q     Document Type: Article
Times cited : (77)

References (14)
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    • Sakurai, S.1
  • 3
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    • Gioda, G.1    Sakurai, S.2
  • 5
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    • Deformation moduli of pressure grouted soils determined by dilatometer testing
    • Zurich
    • A. Thut, Deformation moduli of pressure grouted soils determined by dilatometer testing, Proc. Int. Symp. on Field Measurements in Rock Mechanics, Zurich, 1977.
    • (1977) Proc. Int. Symp. on Field Measurements in Rock Mechanics
    • Thut, A.1
  • 6
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    • Some aspects of 'characterization' problems in geomechanics
    • A. Cividini, G. Gioda and L. Jurina, 'Some aspects of 'characterization' problems in geomechanics', Int. J. Rock Mech. Mining Sci. 18, 487-503 (1981).
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    • Cividini, A.1    Gioda, G.2    Jurina, L.3
  • 9
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    • A parameter identification procedure as a dual boundary control problem for linear elastic materials
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  • 12
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    • Performance assessment of tunnels in cohesionless soils
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    • Wong, R.C.K.1    Kaiser, P.K.2
  • 14
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    • Elasto-plastic solutions of engineering problems, initial-stress finite element approach
    • O. C. Zienkiewicz, S. Valliappan and I. P. King, Elasto-plastic solutions of engineering problems, initial-stress finite element approach, Int. J. Numer. Meth. Engng, 1, 75-100 (1969).
    • (1969) Int. J. Numer. Meth. Engng , vol.1 , pp. 75-100
    • Zienkiewicz, O.C.1    Valliappan, S.2    King, I.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.