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Volumn 34, Issue 1, 2001, Pages 39-56

The feedback analysis of excavated rock slope

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; EXCAVATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; SLOPE STABILITY; STRESS ANALYSIS;

EID: 0034995816     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s006030170025     Document Type: Article
Times cited : (26)

References (10)
  • 1
    • 0004919695 scopus 로고
    • Calculation of shallow foundations: Paths to be used in the identification of constitutive parameters
    • Pande, G. N., Pietruszczak, S. (eds.), A. A. Balkema, Rotterdam
    • Chehade, W., Shahrour, I. (1992): Calculation of shallow foundations: Paths to be used in the identification of constitutive parameters. In: Pande, G. N., Pietruszczak, S. (eds.), Numerical models in geomechanics. A. A. Balkema, Rotterdam, 283-290.
    • (1992) Numerical Models in Geomechanics , pp. 283-290
    • Chehade, W.1    Shahrour, I.2
  • 2
    • 0023523699 scopus 로고
    • Optimal estimation of in-situ ground stress from displacement measurements
    • Feng, Z. L., Lewis, R. W. (1987): Optimal estimation of in-situ ground stress from displacement measurements. Int. J. Numer. Anal. Meth. Geomech. 11(2), 397-408.
    • (1987) Int. J. Numer. Anal. Meth. Geomech. , vol.11 , Issue.2 , pp. 397-408
    • Feng, Z.L.1    Lewis, R.W.2
  • 3
    • 0019229768 scopus 로고
    • Direct search solution of an inverse problem in elastoplasticity: Identification of cohesion, friction angle and in situ stress by pressure tunnel tests
    • Gioda, G., Maier, G. (1980): Direct search solution of an inverse problem in elastoplasticity: identification of cohesion, friction angle and in situ stress by pressure tunnel tests. Int. J. Numer. Meth. Engng. 15(7), 1822-1848.
    • (1980) Int. J. Numer. Meth. Engng. , vol.15 , Issue.7 , pp. 1822-1848
    • Gioda, G.1    Maier, G.2
  • 4
    • 0004919010 scopus 로고
    • Supervision of a tunnel using FEM back analysis based on field measurements
    • Sakurai (ed) Proc., 2nd Int. Symp. on Field Measurements
    • Koichi, F., Kouichi, S. (1987): Supervision of a tunnel using FEM back analysis based on field measurements. In: Sakurai (ed) Proc., 2nd Int. Symp. on Field Measurements in Geomech., Kobe 1987, 1197-1206.
    • (1987) Geomech., Kobe 1987 , pp. 1197-1206
    • Koichi, F.1    Kouichi, S.2
  • 5
    • 0020275495 scopus 로고
    • Optimization methods for parametric identification of geomechanics system
    • Boston
    • Maier, G., Gioda, G. (1981): Optimization methods for parametric identification of geomechanics system. Numer. Meth. Geomech., Boston, 273-304.
    • (1981) Numer. Meth. Geomech. , pp. 273-304
    • Maier, G.1    Gioda, G.2
  • 6
    • 0024740381 scopus 로고
    • Methods for solving inverse elasto-viscoplastic problems
    • Maniatty, A., Zabaras, N. (1989): Methods for solving inverse elasto-viscoplastic problems. J. Engng. Mech. 115(12), 2216-2231.
    • (1989) J. Engng. Mech. , vol.115 , Issue.12 , pp. 2216-2231
    • Maniatty, A.1    Zabaras, N.2
  • 7
    • 0021602272 scopus 로고
    • Technique for the back analysis of slope failures
    • Perth, Western Australia 1984
    • Ngugen, V. U. (1984): Technique for the back analysis of slope failures. Proc. 4th Australia-New Zealand Conf. on Geomech., Perth, Western Australia, 1984, 617-622.
    • (1984) Proc. 4th Australia-New Zealand Conf. on Geomech. , pp. 617-622
    • Ngugen, V.U.1
  • 10
    • 0020807197 scopus 로고
    • Back analysis of measured displacement of tunnels
    • Sakurai, S., Takeuchi, K. (1983): Back analysis of measured displacement of tunnels. Rock Mech. Rock Engng. 16(3), 173-180.
    • (1983) Rock Mech. Rock Engng. , vol.16 , Issue.3 , pp. 173-180
    • Sakurai, S.1    Takeuchi, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.