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Volumn 122, Issue 5, 1996, Pages 337-345

Three-dimensional finite element analysis of deep excavations

Author keywords

[No Author keywords available]

Indexed keywords

DEFLECTION; EXCAVATION; FINITE ELEMENT ANALYSIS;

EID: 0030389866     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:5(337)     Document Type: Article
Times cited : (250)

References (18)
  • 1
    • 0025446134 scopus 로고
    • Analysis of incremental excavation based on critical state theory
    • ASCE
    • Borja, R. I. (1990). "Analysis of incremental excavation based on critical state theory." J. Geotech. Engrg., ASCE, 116(6), 964-985.
    • (1990) J. Geotech. Engrg. , vol.116 , Issue.6 , pp. 964-985
    • Borja, R.I.1
  • 2
    • 0022250707 scopus 로고
    • Finite element analysis of excavation
    • Brown, P. T., and Booker, J. R. (1985). "Finite element analysis of excavation." Comp. and Geotech., 1, 207-220.
    • (1985) Comp. and Geotech. , vol.1 , pp. 207-220
    • Brown, P.T.1    Booker, J.R.2
  • 3
    • 22044433032 scopus 로고
    • Three-dimensional finite element analysis of deep excavation
    • Dept. of Constr. Engrg., Nat. Taiwan Inst. of Technol., Taipei
    • Chiou, D. C., and Ou, C. Y. (1993). "Three-dimensional finite element analysis of deep excavation." Geotech. Res. Rep. No. GT93001. Dept. of Constr. Engrg., Nat. Taiwan Inst. of Technol., Taipei.
    • (1993) Geotech. Res. Rep. No. GT93001
    • Chiou, D.C.1    Ou, C.Y.2
  • 4
    • 0021600054 scopus 로고
    • Analysis of Dunton green retaining wall based on results of pressuremeter tests
    • Clark, B. G., and Wroth, C. P. (1984). "Analysis of Dunton green retaining wall based on results of pressuremeter tests." Geotechnique, 34(4), 549-561.
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 549-561
    • Clark, B.G.1    Wroth, C.P.2
  • 5
    • 0017458058 scopus 로고
    • Stabilizing berm design for temporary walls in clay
    • ASCE
    • Clough, G. W., and Denby, G. M. (1977). "Stabilizing berm design for temporary walls in clay." J. Geotech. Engrg. Div., ASCE, 75-90.
    • (1977) J. Geotech. Engrg. Div. , pp. 75-90
    • Clough, G.W.1    Denby, G.M.2
  • 6
    • 0019596086 scopus 로고
    • Clay anisotropy and braced wall behavior
    • ASCE
    • Clough, G. W., and Hansen, L. A. (1981). "Clay anisotropy and braced wall behavior." J. Geotech. Engrg. Div., ASCE, 107(7), 893-913.
    • (1981) J. Geotech. Engrg. Div. , vol.107 , Issue.7 , pp. 893-913
    • Clough, G.W.1    Hansen, L.A.2
  • 9
    • 0008620737 scopus 로고
    • Soil-structure interaction and simulation problems
    • G. Gudehus, ed., Wiley
    • Desai, C. S. (1977). "Soil-structure interaction and simulation problems." Finite Elements in Geomech., G. Gudehus, ed., Wiley, 209-249.
    • (1977) Finite Elements in Geomech. , pp. 209-249
    • Desai, C.S.1
  • 10
    • 0000412014 scopus 로고
    • Nonlinear analysis of stress and strain in soils
    • ASCE
    • Duncan, J. M., and Chang, C. Y. (1970). "Nonlinear analysis of stress and strain in soils." J. Soil Mech. and Found. Div., ASCE, 94, 637-659.
    • (1970) J. Soil Mech. and Found. Div. , vol.94 , pp. 637-659
    • Duncan, J.M.1    Chang, C.Y.2
  • 11
    • 0026238154 scopus 로고
    • Finite element analysis of HDR-4 excavation
    • ASCE
    • Finno, R. J., and Harahap, I. S. (1991). "Finite element analysis of HDR-4 excavation." J. Geotech. Engrg., ASCE, 117(10), 1590-1609.
    • (1991) J. Geotech. Engrg. , vol.117 , Issue.10 , pp. 1590-1609
    • Finno, R.J.1    Harahap, I.S.2
  • 12
    • 0021529473 scopus 로고
    • Finite element analysis of geometrically altered structures
    • Ghaboussi, J., and Pecknold, D. A. (1984). "Finite element analysis of geometrically altered structures." Int. J. for Numer. Meth. in Engrg., 20, 2051-2064.
    • (1984) Int. J. for Numer. Meth. in Engrg. , vol.20 , pp. 2051-2064
    • Ghaboussi, J.1    Pecknold, D.A.2
  • 13
    • 84996301264 scopus 로고
    • Relations between process of cutting and uniqueness of solutions
    • Ishihara, K. (1970). "Relations between process of cutting and uniqueness of solutions." Soils and Found., 10(3), 50-65.
    • (1970) Soils and Found. , vol.10 , Issue.3 , pp. 50-65
    • Ishihara, K.1
  • 16
    • 0028416322 scopus 로고
    • Finite element analysis of deep excavation in layered sandy and clayey soil deposits
    • Ou, C. Y., and Lai, C. H. (1994). "Finite element analysis of deep excavation in layered sandy and clayey soil deposits." Can. Geotech. J., 31, 204-214.
    • (1994) Can. Geotech. J. , vol.31 , pp. 204-214
    • Ou, C.Y.1    Lai, C.H.2
  • 18
    • 0027333772 scopus 로고
    • Analysis of deep excavation in Boston
    • ASCE
    • Whittle, A. J., Hashash, Y. M., and Whitman, R. V. (1993). "Analysis of deep excavation in Boston." J. Geotech. Engrg., ASCE, 119(1), 69-90.
    • (1993) J. Geotech. Engrg. , vol.119 , Issue.1 , pp. 69-90
    • Whittle, A.J.1    Hashash, Y.M.2    Whitman, R.V.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.