메뉴 건너뛰기




Volumn 129, Issue 8, 2003, Pages 738-755

Undrained stability of braced excavations in clay

Author keywords

Braced excavation; Clays; Finite element method; Stability

Indexed keywords

ANISOTROPY; BENDING (DEFORMATION); CLAY; EXCAVATION; FINITE ELEMENT METHOD;

EID: 0042785620     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:8(738)     Document Type: Article
Times cited : (129)

References (38)
  • 1
    • 84993995958 scopus 로고
    • The use of the slip circle in the stability analysis of slopes
    • Bishop, A. W. (1955). "The use of the slip circle in the stability analysis of slopes." Geotechnique, 5, 7-17.
    • (1955) Geotechnique , vol.5 , pp. 7-17
    • Bishop, A.W.1
  • 2
    • 84910913332 scopus 로고
    • Stability of strutted excavations in clay
    • Bjerrum, L., and Eide, O. (1956). "Stability of strutted excavations in clay." Geotechnique, 6, 115-128.
    • (1956) Geotechnique , vol.6 , pp. 115-128
    • Bjerrum, L.1    Eide, O.2
  • 5
    • 0021156318 scopus 로고
    • Measured behavior of braced wall in very soft clay
    • Clough, G. W., and Reed, M. W. (1984). "Measured behavior of braced wall in very soft clay." J. Geotech. Eng., 110(1), 1-19.
    • (1984) J. Geotech. Eng. , vol.110 , Issue.1 , pp. 1-19
    • Clough, G.W.1    Reed, M.W.2
  • 9
    • 0024717871 scopus 로고
    • Observed performance of a deep excavation in clay
    • Finno, R. J., Atmatzidis, D. K., and Perkins, S. B. (1989). "Observed performance of a deep excavation in clay." J. Geotech. Eng., 115(8), 1045-1064.
    • (1989) J. Geotech. Eng. , vol.115 , Issue.8 , pp. 1045-1064
    • Finno, R.J.1    Atmatzidis, D.K.2    Perkins, S.B.3
  • 10
    • 0026939087 scopus 로고
    • Stress-strain-strength responses of compressible Chicago glacial clays
    • Finno, R. J., and Chung, C. K. (1992). "Stress-strain-strength responses of compressible Chicago glacial clays." J. Geotech. Eng., 118(10), 1607-1625.
    • (1992) J. Geotech. Eng. , vol.118 , Issue.10 , pp. 1607-1625
    • Finno, R.J.1    Chung, C.K.2
  • 11
    • 0006367354 scopus 로고
    • PhD thesis, Dept. of Civil and Environmental Engineering, MIT, Cambridge, Mass
    • Hashash, Y. M. A. (1992). "Analysis of deep excavations in clay." PhD thesis, Dept. of Civil and Environmental Engineering, MIT, Cambridge, Mass.
    • (1992) Analysis of Deep Excavations in Clay
    • Hashash, Y.M.A.1
  • 12
    • 0030389772 scopus 로고    scopus 로고
    • Ground movement prediction for deep excavations in soft clay
    • Hashash, Y. M. A., and Whittle, A. J. (1996). "Ground movement prediction for deep excavations in soft clay." J. Geotech. Eng., 122(6), 474-486.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.6 , pp. 474-486
    • Hashash, Y.M.A.1    Whittle, A.J.2
  • 13
    • 0026143052 scopus 로고
    • Stability evaluation during staged construction
    • Ladd, C. C. (1991). "Stability evaluation during staged construction." J. Geotech. Eng., 117(4), 540-615.
    • (1991) J. Geotech. Eng. , vol.117 , Issue.4 , pp. 540-615
    • Ladd, C.C.1
  • 14
    • 0016079672 scopus 로고
    • New design procedure for stability of soft clays
    • Ladd, C. C., and Foott, R. (1974). "New design procedure for stability of soft clays." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 100(7), 763-786.
    • (1974) J. Geotech. Eng. Div., Am. Soc. Civ. Eng. , vol.100 , Issue.7 , pp. 763-786
    • Ladd, C.C.1    Foott, R.2
  • 17
    • 0000020595 scopus 로고
    • Limit analysis of plane problems in soil mechanics
    • Am. Soc. Civ. Eng
    • Lysmer, J. (1970). "Limit analysis of plane problems in soil mechanics." J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 96(SM4), 1311-1334.
    • (1970) J. Soil Mech. Found. Div. , vol.96 , Issue.4 SM , pp. 1311-1334
    • Lysmer, J.1
  • 19
    • 85024165388 scopus 로고
    • The analysis of the stability of general slip surfaces
    • Morgenstern, N. R., and Price, V. E. (1965). "The analysis of the stability of general slip surfaces." Geotechnique, 15(1), 79-93.
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 79-93
    • Morgenstern, N.R.1    Price, V.E.2
  • 20
    • 33745042259 scopus 로고
    • Norwegian Geotechnical Institute. Tech. Rep. No. 8, Norwegian Geotechnical Institute. Blindern, Norway
    • Norwegian Geotechnical Institute. (1962). "Measurements at a strutted excavation, Oslo Subway, Vaterland 3." Tech. Rep. No. 8, Norwegian Geotechnical Institute. Blindern, Norway.
    • (1962) Measurements at a Strutted Excavation, Oslo Subway, Vaterland 3
  • 22
    • 0043150652 scopus 로고
    • Base stability and ground movement prediction for excavations in soft clay
    • Thomas Telford, London
    • O'Rourke, T. D. (1993). "Base stability and ground movement prediction for excavations in soft clay." Retaining structures, Thomas Telford, London, 131-139.
    • (1993) Retaining Structures , pp. 131-139
    • O'Rourke, T.D.1
  • 23
    • 0031171673 scopus 로고    scopus 로고
    • Deep rotational stability of tieback excavations in clay
    • O'Rourke, T D., and O'Donnell, C. J. (1997). "Deep rotational stability of tieback excavations in clay." J. Geotech. Geoenviron. Eng., 123(6), 506-515.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.6 , pp. 506-515
    • O'Rourke, T.D.1    O'Donnell, C.J.2
  • 27
    • 0023842382 scopus 로고
    • Lower bound limit analysis using finite elements and linear programming
    • Sloan, S. W. (1988a). "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. Analyt. Meth. Geomech., 12(1), 61-77.
    • (1988) Int. J. Numer. Analyt. Meth. Geomech. , vol.12 , Issue.1 , pp. 61-77
    • Sloan, S.W.1
  • 28
    • 0024134211 scopus 로고
    • A steepest edge active set algorithm for solving sparse linear programming problems
    • Sloan, S. W. (1988b). "A steepest edge active set algorithm for solving sparse linear programming problems." Int. J. Numer. Analyt. Meth. Geomech., 26(12), 2671-2685.
    • (1988) Int. J. Numer. Analyt. Meth. Geomech. , vol.26 , Issue.12 , pp. 2671-2685
    • Sloan, S.W.1
  • 29
    • 0029405294 scopus 로고
    • Upper bound limit analysis using discontinuous velocity fields
    • Sloan, S. W., and Kleeman, P. W. (1995). "Upper bound limit analysis using discontinuous velocity fields." Comput. Methods Appl. Mech. Eng., 127, 293-314.
    • (1995) Comput. Methods Appl. Mech. Eng. , vol.127 , pp. 293-314
    • Sloan, S.W.1    Kleeman, P.W.2
  • 30
    • 0002630799 scopus 로고
    • Undrained stability of a trapdoor
    • Sloan, S. W., Assadi, A., and Purushothaman, N. (1990). "Undrained stability of a trapdoor." Geotechnique, 40(1), 45-62.
    • (1990) Geotechnique , vol.40 , Issue.1 , pp. 45-62
    • Sloan, S.W.1    Assadi, A.2    Purushothaman, N.3
  • 31
    • 84984638278 scopus 로고
    • A method of analysis of the stability of embankments assuming parallel interslice forces
    • Spencer, E. (1967). "A method of analysis of the stability of embankments assuming parallel interslice forces." Geotechnique, 17(1), 11-26.
    • (1967) Geotechnique , vol.17 , Issue.1 , pp. 11-26
    • Spencer, E.1
  • 32
    • 0032171106 scopus 로고    scopus 로고
    • Base stability of deep excavations in anisotropic soft clay
    • Su, S. F., Liao, H. J., and Lin, Y. H. (1998). "Base stability of deep excavations in anisotropic soft clay." J. Geotech. Geoenviron. Eng., 124(9), 809-819.
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.9 , pp. 809-819
    • Su, S.F.1    Liao, H.J.2    Lin, Y.H.3
  • 35
    • 0028259654 scopus 로고
    • Model prediction of anisotropic behavior of Boston blue clay
    • Whittle, A. J., DeGroot, D. J., Ladd, C. C., and Seah, T. H. (1994). "Model prediction of anisotropic behavior of Boston blue clay." J. Geotech. Eng., 120(1), 199-224.
    • (1994) J. Geotech. Eng. , vol.120 , Issue.1 , pp. 199-224
    • Whittle, A.J.1    DeGroot, D.J.2    Ladd, C.C.3    Seah, T.H.4
  • 36
    • 0028183942 scopus 로고
    • Formulation of the MIT-E3 constitutive model for over-consolidated clays
    • Whittle, A. J., and Kavvadas, M. (1994). "Formulation of the MIT-E3 constitutive model for over-consolidated clays." J. Geotech. Eng., 120(1), 173-198.
    • (1994) J. Geotech. Eng. , vol.120 , Issue.1 , pp. 173-198
    • Whittle, A.J.1    Kavvadas, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.