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Volumn 16, Issue , 2012, Pages 109-127

Full Scale Testing and Simulation of Seismic Bridge Abutment-Backfill Interaction

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EID: 84883065507     PISSN: 15736059     EISSN: 18724671     Source Type: Book Series    
DOI: 10.1007/978-94-007-2060-2_4     Document Type: Article
Times cited : (4)

References (22)
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  • 2
    • 57749193683 scopus 로고    scopus 로고
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    • Aviram A, Mackie K, Stojadinovic B (2008) Effect of abutment modeling on the seismic response of bridge structures. Earthq Eng Vibration 7(4):395-402
    • (2008) Earthq Eng Vibration , vol.7 , Issue.4 , pp. 395-402
    • Aviram, A.1    Mackie, K.2    Stojadinovic, B.3
  • 4
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    • (2004) Seismic Design Criteria
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    • Caltrans, California department of transportation, Sacramento, CA
    • Caltrans (2006) Standard specifi cations. California department of transportation, Sacramento, CA
    • (2006) Standard Specifi Cations
  • 6
    • 33747369146 scopus 로고    scopus 로고
    • Passive earth pressure mobilization during cyclic loading
    • Cole R, Rollins K (2006) Passive earth pressure mobilization during cyclic loading. J Geotech Geoenviron Eng 132(9):1154-1164
    • (2006) J Geotech Geoenviron Eng , vol.132 , Issue.9 , pp. 1154-1164
    • Cole, R.1    Rollins, K.2
  • 8
    • 0035278410 scopus 로고    scopus 로고
    • Passive earth pressures: Theories and tests
    • Duncan M, Mokwa R (2001) Passive earth pressures: theories and tests. J Geotech Geoenviron Eng 127(3):248-257
    • (2001) J Geotech Geoenviron Eng , vol.127 , Issue.3 , pp. 248-257
    • Duncan, M.1    Mokwa, R.2
  • 9
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    • Earth Mechanics, Inc, UCSD Report Number. SSRP-05/02, Department of Structural Engineering, University of California, San Diego, La Jolla, CA
    • Earth Mechanics, Inc (2005) Field investigation report for abutment backfi ll characterization. UCSD Report Number. SSRP-05/02, Department of Structural Engineering, University of California, San Diego, La Jolla, CA
    • (2005) Field Investigation Report For Abutment Backfi Ll Characterization
  • 13
    • 84883063719 scopus 로고    scopus 로고
    • Plaxis V8
    • Plaxis, Brinkgreve R, Broere W, Delft, the Netherlands
    • Plaxis (2004) Plaxis V8. In: Brinkgreve R, Broere W (eds) PLAXIS, AN DELFT, Delft, the Netherlands
    • (2004) PLAXIS, AN DELFT
  • 15
    • 34249034943 scopus 로고    scopus 로고
    • Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design
    • Shamsabadi A, Rollins K, Kapuskar M (2007) Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design. J Geotech Geoenviron Eng, ASCE 133(6):707-720
    • (2007) J Geotech Geoenviron Eng, ASCE , vol.133 , Issue.6 , pp. 707-720
    • Shamsabadi, A.1    Rollins, K.2    Kapuskar, M.3
  • 19
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    • Full-scale shake table investigation of bridge abutment lateral earth pressure
    • Wilson P, Elgamal A (2009) Full-scale shake table investigation of bridge abutment lateral earth pressure. Bull NZ Soc Earthq Eng, NZSEE 42(1):39-46
    • (2009) Bull NZ Soc Earthq Eng, NZSEE , vol.42 , Issue.1 , pp. 39-46
    • Wilson, P.1    Elgamal, A.2
  • 20
    • 78349289565 scopus 로고    scopus 로고
    • Large scale passive earth pressure load displacement tests and numerical simulation
    • Wilson P, Elgamal A (2010a) Large scale passive earth pressure load displacement tests and numerical simulation. J Geotech Geoenviron Eng, ASCE 136(12):1634-1643
    • (2010) J Geotech Geoenviron Eng, ASCE , vol.136 , Issue.12 , pp. 1634-1643
    • Wilson, P.1    Elgamal, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.