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Volumn , Issue 170, 2007, Pages 15-

Reliability analysis and updating of excavation-induced ground settlement for building serviceability evaluation

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGE DETECTION; EXCAVATION; FOUNDATIONS; MATHEMATICAL MODELS; RELIABILITY ANALYSIS; STRUCTURAL LOADS;

EID: 34548649343     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40914(233)15     Document Type: Conference Paper
Times cited : (5)

References (19)
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    • (2004) Computers and Geotechinics , vol.31 , Issue.5 , pp. 411-425
    • Calvello, M.1    Finno, R.J.2
  • 7
    • 0017005645 scopus 로고
    • Safety factor evaluation for single piles in sand
    • Kay, J. N. (1976). "Safety factor evaluation for single piles in sand." J. Geotech. Eng. Div., ASCE, 102(10), 1093-1108.
    • (1976) J. Geotech. Eng. Div., ASCE , vol.102 , Issue.10 , pp. 1093-1108
    • Kay, J.N.1
  • 10
    • 0024935345 scopus 로고
    • Bayesian updating of axial capacity of single pile
    • H.-S. Ang, M. Shinozuka, and G. I. Schuller, eds, ASCE, New York
    • Lacasse, S., Guttormsen, T. R., and Goulois, A. (1990). "Bayesian updating of axial capacity of single pile." Proc., 5th Int. Conf. on Structural Safety and Reliability, H.-S. Ang, M. Shinozuka, and G. I. Schuller, eds., ASCE, New York, 287-290.
    • (1990) Proc., 5th Int. Conf. on Structural Safety and Reliability , pp. 287-290
    • Lacasse, S.1    Guttormsen, T.R.2    Goulois, A.3
  • 12
    • 0028508360 scopus 로고
    • Soil parameter determination for deep excavation analysis by optimization
    • Ou, C. Y., and Tang, Y. G. (1994). "Soil parameter determination for deep excavation analysis by optimization." Journal of the Chinese Institute of Engineers, 17(5), 671-688.
    • (1994) Journal of the Chinese Institute of Engineers , vol.17 , Issue.5 , pp. 671-688
    • Ou, C.Y.1    Tang, Y.G.2
  • 13
    • 14044264948 scopus 로고    scopus 로고
    • Characterization of model uncertainties for laterally loaded rigid drilled shafts
    • Phoon, K. K., and Kulhawy, F. H. (2005). "Characterization of model uncertainties for laterally loaded rigid drilled shafts," Géotechnique, 55(1), 45-54.
    • (2005) Géotechnique , vol.55 , Issue.1 , pp. 45-54
    • Phoon, K.K.1    Kulhawy, F.H.2
  • 14
    • 0001123373 scopus 로고
    • The allowable settlement of buildings
    • Skempton, A. W., and MacDonald, D. H. (1956). "The allowable settlement of buildings." Proc Instn Civ. Engrs 3, No. 5, 727-768.
    • (1956) Proc Instn Civ. Engrs , vol.3 , Issue.5 , pp. 727-768
    • Skempton, A.W.1    MacDonald, D.H.2
  • 15
    • 2342550743 scopus 로고    scopus 로고
    • Reliability in back analysis of slope failures
    • Tang, W. H., Stark, T., and Angulo, M. (1999). "Reliability in back analysis of slope failures." Soils Foundations, 39(5), 73-80.
    • (1999) Soils Foundations , vol.39 , Issue.5 , pp. 73-80
    • Tang, W.H.1    Stark, T.2    Angulo, M.3
  • 16
    • 0028043011 scopus 로고
    • Tolerable deformations
    • A. T. Yeung, and G. Y. Félio, eds, ASCE, New York
    • Wahls, H. E. (1994). "Tolerable deformations." Geotechnical Special Publication No. 40, A. T. Yeung, and G. Y. Félio, eds., ASCE, New York, 1611-1628.
    • (1994) Geotechnical Special Publication No. 40 , pp. 1611-1628
    • Wahls, H.E.1
  • 19
    • 15544379167 scopus 로고    scopus 로고
    • Probabilistic limiting tolerable displacement for serviceability limit state design of foundations
    • Zhang, L. M., and Ng, A. M. Y. (2005). "Probabilistic limiting tolerable displacement for serviceability limit state design of foundations." Géotechnique, 55(2), 151-161.
    • (2005) Géotechnique , vol.55 , Issue.2 , pp. 151-161
    • Zhang, L.M.1    Ng, A.M.Y.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.