메뉴 건너뛰기




Volumn 131, Issue 3, 2005, Pages 273-282

Three-dimensional responses of a tied-back excavation through clay

Author keywords

Anchors; Chicago; Clays; Excavation; Illinois; Sheet piles; Soil settlement

Indexed keywords

DEFORMATION; DYNAMIC RESPONSE; MONITORING; PILES; SOILS; THREE DIMENSIONAL;

EID: 14844310191     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:3(273)     Document Type: Article
Times cited : (138)

References (15)
  • 1
    • 0002851831 scopus 로고
    • "Settlement of buildings and associated damage"
    • British Geotechnical Society, Cambridge, U. K
    • Burland, J. B., and Wroth, C. P. (1974). "Settlement of buildings and associated damage." Proc., Conf. on Settlement of Structures, British Geotechnical Society, Cambridge, U. K., 611-654.
    • (1974) Proc., Conf. on Settlement of Structures , pp. 611-654
    • Burland, J.B.1    Wroth, C.P.2
  • 3
    • 10944222669 scopus 로고    scopus 로고
    • "Sheetpile-induced vibrations at the Lurie excavation project"
    • ASCE Reston, Va
    • Glatt, J. F., Roboski, J. F., and Finno, R. J. (2004). "Sheetpile-induced vibrations at the Lurie excavation project." Proc., Geo-Trans 2004, ASCE, Reston, Va., 2130-2138.
    • (2004) Proc., Geo-Trans 2004 , pp. 2130-2138
    • Glatt, J.F.1    Roboski, J.F.2    Finno, R.J.3
  • 4
    • 10944228635 scopus 로고    scopus 로고
    • "Ground movements caused by caisson installation at the Lurie Excavation project"
    • ASCE Reston, Va
    • Hoffman, J. H., Roboski, J. F., and Finno, R. J. (2004). "Ground movements caused by caisson installation at the Lurie Excavation project." Proc., Geo-Trans 2004, ASCE, Reston, Va., 1280-1289.
    • (2004) Proc., Geo-Trans 2004 , pp. 1280-1289
    • Hoffman, J.H.1    Roboski, J.F.2    Finno, R.J.3
  • 5
    • 0032322396 scopus 로고    scopus 로고
    • "Shape of ground surface settlement profiles caused by excavation"
    • Hsieh, P. G., and Ou, C. Y. (1998). "Shape of ground surface settlement profiles caused by excavation." Can. Geotech. J., 35, 1004-1017.
    • (1998) Can. Geotech. J. , vol.35 , pp. 1004-1017
    • Hsieh, P.G.1    Ou, C.Y.2
  • 7
    • 0032052039 scopus 로고    scopus 로고
    • "Effect of Corners in Strutted Excavations: Field Monitoring and Case Histories"
    • Lee, F. H., Yong, K. Y., Quan, K. C., and Chee, K. T. (1998). "Effect of Corners in Strutted Excavations: Field Monitoring and Case Histories." J. Geotech. Geoenviron. Eng., 124(4), 339-349.
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.4 , pp. 339-349
    • Lee, F.H.1    Yong, K.Y.2    Quan, K.C.3    Chee, K.T.4
  • 8
    • 14844302988 scopus 로고    scopus 로고
    • "Quantitative evaluation of corner effect on deformation behavior of multi-strutted deep excavation in Bangkok subsoil"
    • Lin, D. G., Chung, T. C., and Phien-wej, N. (2003). "Quantitative evaluation of corner effect on deformation behavior of multi-strutted deep excavation in Bangkok subsoil." Geotech. Eng., 34(1), 41-57.
    • (2003) Geotech. Eng. , vol.34 , Issue.1 , pp. 41-57
    • Lin, D.G.1    Chung, T.C.2    Phien-wej, N.3
  • 9
    • 14844309546 scopus 로고    scopus 로고
    • "Analysis of effects of deep braced excavations on adjacent buried utilities"
    • MS thesis, Northwestern Univ., Evanston, Ill
    • Molnar, K. M. (2003). "Analysis of effects of deep braced excavations on adjacent buried utilities." MS thesis, Northwestern Univ., Evanston, I11.
    • (2003)
    • Molnar, K.M.1
  • 10
    • 0013190267 scopus 로고
    • "Three-dimensional finite element analysis of deep excavation"
    • The Institute of Engineers, Malaysia, Kuala Lampur, Malaysia
    • Ou, C. Y, and Chiou, D. C. (1993). "Three-dimensional finite element analysis of deep excavation." Proc., 11th Southeast Asian Geotechnical Conf., The Institute of Engineers, Malaysia, Kuala Lampur, Malaysia, 769-774.
    • (1993) Proc., 11th Southeast Asian Geotechnical Conf. , pp. 769-774
    • Ou, C.Y.1    Chiou, D.C.2
  • 11
    • 0030389866 scopus 로고    scopus 로고
    • "Three-dimensional finite element analysis of deep excavations"
    • Ou, C. Y., Chiou, D. C., and Wu, T. S. (1996). "Three-dimensional finite element analysis of deep excavations." J. Geotech. Eng., 122(5), 337-345.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.5 , pp. 337-345
    • Ou, C.Y.1    Chiou, D.C.2    Wu, T.S.3
  • 13
    • 14844337247 scopus 로고    scopus 로고
    • "Three-dimensional performance and analyses of deep excavations"
    • PhD thesis, Northwestern University, Evanston, Ill
    • Roboski, J. F. (2004). "Three-dimensional performance and analyses of deep excavations." PhD thesis, Northwestern University, Evanston, I11.
    • (2004)
    • Roboski, J.F.1
  • 14
    • 0027101168 scopus 로고
    • "Retaining structure: Displacement and design"
    • Simpson, B. (1992). "Retaining structure: displacement and design." Geotechnique, 42(7), 541-576.
    • (1992) Geotechnique , vol.42 , Issue.7 , pp. 541-576
    • Simpson, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.