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Volumn , Issue 75 II, 1998, Pages 1071-1082

Seismically-induced deformations of caisson retaining walls in improved soils

Author keywords

[No Author keywords available]

Indexed keywords

CAISSONS; DEFORMATION; EARTHQUAKE RESISTANCE; SOIL LIQUEFACTION; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING; STRUCTURAL ANALYSIS;

EID: 0031642415     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (16)

References (21)
  • 1
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    • (1996) Journal of Geotechnical Engineering , vol.122 , Issue.11 , pp. 929-936
    • Arango, I.1
  • 2
    • 11544305362 scopus 로고
    • A Procedure for Predicting Seismic Displacements of Earth Dam
    • India
    • Byrne, P.M., Jitno, H., Anderson, D.L., and Haue, J. (1994) "A Procedure for Predicting Seismic Displacements of Earth Dam", XIII ICSMFE, 1994, India, pp. 1047-1052.
    • (1994) XIII ICSMFE , vol.1994 , pp. 1047-1052
    • Byrne, P.M.1    Jitno, H.2    Anderson, D.L.3    Haue, J.4
  • 4
    • 0008478977 scopus 로고
    • The Seismic Design of Waterfront Retaining Structures
    • Office of Navy Technology and Department of the Army, Naval Civil Engineering Laboratory, Port Hueneme, CA
    • Ebeling, R.M., and Morrison, E.E. (1993) "The Seismic Design of Waterfront Retaining Structures", Office of Navy Technology and Department of the Army, NCEL Technical Report R-939, Naval Civil Engineering Laboratory, Port Hueneme, CA, 256 p.
    • (1993) NCEL Technical Report R-939
    • Ebeling, R.M.1    Morrison, E.E.2
  • 5
    • 11544347722 scopus 로고    scopus 로고
    • Seismic Design Criteria for Soil Liquefaction
    • Naval Facilities Engineering Center
    • Ferritto, J. (1997) "Seismic Design Criteria for Soil Liquefaction", Naval Facilities Engineering Center, Technical Report, TR-2077-SHR
    • (1997) Technical Report, TR-2077-SHR
    • Ferritto, J.1
  • 6
    • 0003840677 scopus 로고
    • Large Ground Deformations and Their Effects on Lifelines: 1983 Nihonkai-Chubu Earthquake
    • Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes
    • Hamada, H. (1992) "Large Ground Deformations and Their Effects on Lifelines: 1983 Nihonkai-Chubu Earthquake", Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes, Vol 1, Technical Report NCEER-92-0001.
    • (1992) Technical Report NCEER-92-0001 , vol.1
    • Hamada, H.1
  • 7
    • 11544350666 scopus 로고
    • Area of Ground Compaction Against Soil Liquefaction
    • New Delhi, India
    • Iai, S. (1994) "Area of Ground Compaction Against Soil Liquefaction", XIII ICSMFE, 1994, New Delhi, India, pp. 1075-1078.
    • (1994) XIII ICSMFE, 1994 , pp. 1075-1078
    • Iai, S.1
  • 9
    • 11544297322 scopus 로고    scopus 로고
    • Personal communication
    • Iai, S. and K. Ichii. (1997) Personal communication.
    • (1997)
    • Iai, S.1    Ichii, K.2
  • 10
    • 0003466715 scopus 로고
    • Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, University of California, Davis
    • Idriss, I.M. and J.I. Sun. (1992) User's Manual for SHAKE91. Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, University of California, Davis.
    • (1992) User's Manual for SHAKE91
    • Idriss, I.M.1    Sun, J.I.2
  • 11
    • 0029723730 scopus 로고    scopus 로고
    • Performance of Caisson Type Quay Walls at Kobe Port
    • Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake
    • Inagaki, H., Iai, S., Sugano, T., Yamazaki, H., and Inatomi, T. (1996) "Performance of Caisson Type Quay Walls at Kobe Port", Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake.
    • (1996) Soils and Foundations
    • Inagaki, H.1    Iai, S.2    Sugano, T.3    Yamazaki, H.4    Inatomi, T.5
  • 13
    • 0026838542 scopus 로고
    • Evaluation of Settlements in Sand Deposits Following Liquefaction during Earthquakes
    • Ishihara, K. and Yoshimine, M. (1991) "Evaluation of Settlements in Sand Deposits Following Liquefaction during Earthquakes", Soils and Foundations, V. 32, pp. 173-188.
    • (1991) Soils and Foundations , vol.32 , pp. 173-188
    • Ishihara, K.1    Yoshimine, M.2
  • 14
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    • Itasca, Minneapolis, MN
    • Itasca Consulting Group. 1995. User's Manual for FLAC, v. 3.3, Itasca, Minneapolis, MN.
    • (1995) User's Manual for FLAC, v. 3.3
  • 15
    • 0018454485 scopus 로고
    • Seismic Behavior of Gravity Retaining Walls
    • ASCE
    • Richards, R. and Elms, D. (1979) "Seismic Behavior of Gravity Retaining Walls", Journal of Geotechnical Engineering, ASCE, Vol. 105, No. GT4, pp449-464.
    • (1979) Journal of Geotechnical Engineering , vol.105 , Issue.GT4
    • Richards, R.1    Elms, D.2
  • 16
    • 11544303685 scopus 로고
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    • PHRI, Ministry of Transport, Japan
    • Port and Harbour Research Institute (1994) "Damage to Port Structures by the 1993 Kushiro-Oki Earthquake", Technical Report No. 766, PHRI, Ministry of Transport, Japan.
    • (1994) Technical Report No. 766 , vol.766
  • 18
    • 0016941127 scopus 로고
    • Pore-Water Pressure Changes during Soil Liquefaction
    • ASCE
    • Seed, H. B., Martin, P. P., and Lysmer, J. (1976) "Pore-Water Pressure Changes during Soil Liquefaction" Jrnl. of Geotechnical Engineering, ASCE, Vol. 102, No. GT4, pp. 323-346.
    • (1976) Jrnl. of Geotechnical Engineering , vol.102 , Issue.GT4 , pp. 323-346
    • Seed, H.B.1    Martin, P.P.2    Lysmer, J.3
  • 19
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    • ASCE
    • Stark, T. D., and Mesri, G. (1992) "Undrained Shear Strength of Liquefied Sands for Stability Analysis", Jrnl. of Geotech. Engrg., ASCE, Vol. 118, No. 11, pp. 1727-1747.
    • (1992) Jrnl. of Geotech. Engrg. , vol.118 , Issue.11 , pp. 1727-1747
    • Stark, T.D.1    Mesri, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.