메뉴 건너뛰기




Volumn 122, Issue 6, 1996, Pages 474-486

Ground movement prediction for deep excavations in soft clay

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; DEFLECTION; DIAPHRAGM; EMBEDMENT DEPTH; GROUND MOVEMENT; STRESS HISTORY;

EID: 0030389772     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:6(474)     Document Type: Article
Times cited : (229)

References (24)
  • 1
    • 84910913332 scopus 로고
    • Stability of strutted excavations in clay
    • London, England
    • Bjerrum, L., and Eide, O. (1956). " Stability of strutted excavations in clay." Géotechnique, London, England, Vol. 6, 115-128.
    • (1956) Géotechnique , vol.6 , pp. 115-128
    • Bjerrum, L.1    Eide, O.2
  • 2
    • 3042981152 scopus 로고
    • Errors in simulating excavation in elastic media by finite elements
    • Christian, J. T., and Wong, I. H. (1973). " Errors in simulating excavation in elastic media by finite elements." Soils and Found., 13(1), 1-10.
    • (1973) Soils and Found. , vol.13 , Issue.1 , pp. 1-10
    • Christian, J.T.1    Wong, I.H.2
  • 3
    • 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., ASCE, 107(7), 893-913.
    • (1981) J. Geotech. Engrg. , vol.107 , Issue.7 , pp. 893-913
    • Clough, G.W.1    Hansen, L.A.2
  • 4
    • 0025218294 scopus 로고
    • Construction induced movements of insitu walls
    • Geotech. Spec. Publ. No. 25, ASCE, New York, N.Y.
    • Clough, G. W., and O'Rourke, T. D. (1990). " Construction induced movements of insitu walls." Design and performance of earth retaining structures, Geotech. Spec. Publ. No. 25, ASCE, New York, N.Y., 439-470.
    • (1990) Design and Performance of Earth Retaining Structures , pp. 439-470
    • Clough, G.W.1    O'Rourke, T.D.2
  • 6
    • 0024866897 scopus 로고
    • Movement control of excavation support systems by iterative design
    • ASCE, New York, N.Y
    • Clough, G. W., Smith, E. M., and Sweeney, B. P. (1989). " Movement control of excavation support systems by iterative design." Proc., ASCE Found. Engrg. Congr., ASCE, New York, N.Y, Vol. 1, 869-884.
    • (1989) Proc., ASCE Found. Engrg. Congr. , vol.1 , pp. 869-884
    • Clough, G.W.1    Smith, E.M.2    Sweeney, B.P.3
  • 7
    • 85025000201 scopus 로고
    • The effect of increasing strength with depth on the bearing capacity of clays
    • London, England
    • Davis, E. H., and Booker, J. R. (1973). " The effect of increasing strength with depth on the bearing capacity of clays." Géotechnique, London, England, 23(4), 551-563.
    • (1973) Géotechnique , vol.23 , Issue.4 , pp. 551-563
    • Davis, E.H.1    Booker, J.R.2
  • 8
    • 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
  • 9
    • 0026359416 scopus 로고
    • Analysis of braced excavations with coupled finite element formulations
    • Finno, R. J., Harahap, I. S., and Sabatini, P. J. (1991). " Analysis of braced excavations with coupled finite element formulations." Comp. and Geotechnics, Vol. 12, 91-114.
    • (1991) Comp. and Geotechnics , vol.12 , pp. 91-114
    • Finno, R.J.1    Harahap, I.S.2    Sabatini, P.J.3
  • 11
    • 84889506876 scopus 로고
    • Special laboratory and in situ testing program: Central Artery (I-93)/Tunnel (I-90) project, Boston, Massachusetts
    • Boston, Mass.
    • Haley and Aldrich Inc. (1993). " Special laboratory and in situ testing program: Central Artery (I-93)/Tunnel (I-90) project, Boston, Massachusetts." Rep. Prepared for Massachusetts Hwy. Dept., Boston, Mass.
    • (1993) Rep. Prepared for Massachusetts Hwy. Dept.
  • 12
    • 0006367354 scopus 로고
    • PhD thesis, Dept. of Civ. Engrg., Massachusetts Inst of Technol. (MIT), Cambridge, Mass.
    • Hashash, Y. M. A. (1992). " Analysis of deep excavations in clay," PhD thesis, Dept. of Civ. Engrg., Massachusetts Inst of Technol. (MIT), Cambridge, Mass.
    • (1992) Analysis of Deep Excavations in Clay
    • Hashash, Y.M.A.1
  • 13
    • 3042902942 scopus 로고
    • Analysis of braced diaphragm walls in deep deposits of clay
    • Dept. of Civ. Engrg., Massachusetts Inst of Technol. (MIT), Cambridge, Mass.
    • Hashash, Y. M. A., and Whittle, A. J. (1992). " Analysis of braced diaphragm walls in deep deposits of clay." Res. Rep. R92-19, Dept. of Civ. Engrg., Massachusetts Inst of Technol. (MIT), Cambridge, Mass.
    • (1992) Res. Rep. R92-19
    • Hashash, Y.M.A.1    Whittle, A.J.2
  • 14
    • 84928568275 scopus 로고
    • Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
    • London, England
    • Jardine, R. J., Potts, D. M., Fourie, A. B., and Burland, J. B. (1986). " Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction." Géotechnique, London, England, 36(3) 377-396.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 377-396
    • Jardine, R.J.1    Potts, D.M.2    Fourie, A.B.3    Burland, J.B.4
  • 15
    • 0019581281 scopus 로고
    • Prediction of movements for braced cuts in clay
    • ASCE
    • Mana, A. I., and Clough, G. W. (1981). " Prediction of movements for braced cuts in clay." J. Geotech. Engrg., ASCE, 107(6), 759-777.
    • (1981) J. Geotech. Engrg. , vol.107 , Issue.6 , pp. 759-777
    • Mana, A.I.1    Clough, G.W.2
  • 17
    • 0027876704 scopus 로고
    • Base stability and ground movement prediction for excavations in soft clay
    • Thomas Telford Ltd., London, England
    • O'Rourke, T. D. (1992). " Base stability and ground movement prediction for excavations in soft clay." Proc., ICE Conf. on Retaining Struct., Thomas Telford Ltd., London, England, 657-687.
    • (1992) Proc., ICE Conf. on Retaining Struct. , pp. 657-687
    • O'Rourke, T.D.1
  • 22
    • 0028183942 scopus 로고
    • Formulation of the MIT-E3 constitutive model for overconsolidated clays
    • ASCE
    • Whittle, A. J., and Kawadas, M. J. (1994). " Formulation of the MIT-E3 constitutive model for overconsolidated clays." J. Geotech. Engrg., ASCE, 120(1), 173-198.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.1 , pp. 173-198
    • Whittle, A.J.1    Kawadas, M.J.2
  • 23
    • 0027333772 scopus 로고
    • Analysis of a deep excavation in Boston
    • ASCE
    • Whittle, A. J., Hashash, Y. M. A., and Whitman, R. V. (1993). " Analysis of a 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.A.2    Whitman, R.V.3
  • 24
    • 0028259654 scopus 로고
    • Model prediction of the anisotropic behavior of Boston Blue clay
    • ASCE
    • Whittle, A. J., DeGroot, D. J., Ladd, C. C., and Seah, T.-H. (1994). " Model prediction of the anisotropic behavior of Boston Blue clay." J. Geotech. Engrg., ASCE, 120(1), 199-224.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.1 , pp. 199-224
    • Whittle, A.J.1    Degroot, D.J.2    Ladd, C.C.3    Seah, T.-H.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.