메뉴 건너뛰기




Volumn 31, Issue 11, 2011, Pages 1579-1593

Seismic behaviors of earth-core and concrete-faced rock-fill dams by dynamic centrifuge tests

Author keywords

[No Author keywords available]

Indexed keywords

AMPLIFICATION RATIO; CENTRIFUGE MODELING; CENTRIFUGE MODELS; CENTRIFUGE TESTS; CONCRETE-FACED ROCK-FILL DAMS; DAM CRESTS; DYNAMIC LOADINGS; EARTHQUAKE LOADINGS; EARTHQUAKE RECORDS; FACE SLAB; FIELD DATA; HORIZONTAL DISPLACEMENTS; RESIDUAL SETTLEMENT; ROCK-FILL DAM; SEISMIC BEHAVIOR; TWO-DIMENSIONAL NUMERICAL SIMULATION;

EID: 80051813309     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2011.06.010     Document Type: Article
Times cited : (67)

References (33)
  • 1
    • 0036837323 scopus 로고    scopus 로고
    • The Bhuj, India, earthquake: lessons learned for earthquake safety of dams on alluvium
    • Krinitzsky E.L., Hynes M.E. The Bhuj, India, earthquake: lessons learned for earthquake safety of dams on alluvium. Engineering Geology 2002, 66:163-196.
    • (2002) Engineering Geology , vol.66 , pp. 163-196
    • Krinitzsky, E.L.1    Hynes, M.E.2
  • 2
    • 80051803351 scopus 로고    scopus 로고
    • Preliminary investigation of dams stricken by the Iwate-miyagi Nairiku earthquake in 2008. In: Proceedings of the fifth East Asia area dam conference
    • Yamaguchi Y, Iwashita T, Mitsuishi S. Preliminary investigation of dams stricken by the Iwate-miyagi Nairiku earthquake in 2008. In: Proceedings of the fifth East Asia area dam conference; 2008.
    • (2008)
    • Yamaguchi, Y.1    Iwashita, T.2    Mitsuishi, S.3
  • 3
    • 80051803228 scopus 로고    scopus 로고
    • Performance of Zipingpu CFRD during the strong earthquake. In: Proceedings of the fifth East Asia area dam conference
    • Xu Z. Performance of Zipingpu CFRD during the strong earthquake. In: Proceedings of the fifth East Asia area dam conference; 2008.
    • (2008)
    • Xu, Z.1
  • 4
    • 80051815860 scopus 로고    scopus 로고
    • Dam damage: evaluating and learning from the Wenchuan earthquake's impact to China's dams. In: Proceedings of the 2009 ASCE Technical Council on Lifeline Earthquake (TCLEE) conference
    • Shannon DA. Dam damage: evaluating and learning from the Wenchuan earthquake's impact to China's dams. In: Proceedings of the 2009 ASCE Technical Council on Lifeline Earthquake (TCLEE) conference; 2009. p. 1371-82.
    • (2009) , pp. 1371-82
    • Shannon, D.A.1
  • 5
    • 80051814091 scopus 로고    scopus 로고
    • Lessons from damages to high embankment dams in the May 12, 2008 Wenchuan earthquake. In: Proceedings of the 2010 GeoShanghai international conference
    • Zhang JM, Yang ZY, Gao XZ, Tong ZX. Lessons from damages to high embankment dams in the May 12, 2008 Wenchuan earthquake. In: Proceedings of the 2010 GeoShanghai international conference; 2010.
    • (2010)
    • Zhang, J.M.1    Yang, Z.Y.2    Gao, X.Z.3    Tong, Z.X.4
  • 6
    • 0023164099 scopus 로고
    • Seismic response of earth dams: some recent developments
    • Gazetas G. Seismic response of earth dams: some recent developments. Soil Dynamics and Earthquake Engineering 1987, 6(1):2-47.
    • (1987) Soil Dynamics and Earthquake Engineering , vol.6 , Issue.1 , pp. 2-47
    • Gazetas, G.1
  • 7
    • 0032674043 scopus 로고    scopus 로고
    • A dynamic analysis procedure for concrete-faced rockfill dams subjected to strong seismic excitation
    • Uddin N. A dynamic analysis procedure for concrete-faced rockfill dams subjected to strong seismic excitation. Computers and Structures 1999, 72:409-421.
    • (1999) Computers and Structures , vol.72 , pp. 409-421
    • Uddin, N.1
  • 9
    • 1942537179 scopus 로고    scopus 로고
    • Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquake
    • Ng C.W.W., Li X.S., Van Laak P.A., Hou D.Y.J. Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquake. Soil Dynamics and Earthquake Engineering 2004, 24(4):305-318.
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.4 , pp. 305-318
    • Ng, C.W.W.1    Li, X.S.2    Van Laak, P.A.3    Hou, D.Y.J.4
  • 10
    • 33746849755 scopus 로고    scopus 로고
    • Seismic response of earth dam with varying depth of liquefiable foundation layer
    • Sharp M.K., Adalier K. Seismic response of earth dam with varying depth of liquefiable foundation layer. Soil Dynamics and Earthquake Engineering 2006, 26(11):1028-1037.
    • (2006) Soil Dynamics and Earthquake Engineering , vol.26 , Issue.11 , pp. 1028-1037
    • Sharp, M.K.1    Adalier, K.2
  • 12
    • 77949685566 scopus 로고    scopus 로고
    • Dynamic centrifuge model tests on asphalt-concrete core dams
    • Baziar M.H., Salemi S., Merrifield C.M. Dynamic centrifuge model tests on asphalt-concrete core dams. Geotechnique 2009, 59(9):763-871.
    • (2009) Geotechnique , vol.59 , Issue.9 , pp. 763-871
    • Baziar, M.H.1    Salemi, S.2    Merrifield, C.M.3
  • 13
    • 84863273763 scopus 로고    scopus 로고
    • Development of KOCED geotechnical centrifuge facility at KAIST. In: Proceedings of international conference on physical modelling in geotechnics
    • Kim DS, Cho GC, Kim NR. Development of KOCED geotechnical centrifuge facility at KAIST. In: Proceedings of international conference on physical modelling in geotechnics; 2006. p. 147-50.
    • (2006) , pp. 147-50
    • Kim, D.S.1    Cho, G.C.2    Kim, N.R.3
  • 14
    • 80051816295 scopus 로고    scopus 로고
    • Dynamically balanced broad frequency earthquake simulation system. In: Proceedings of international conference on physical modelling in geotechnics
    • Perdriat J, Phillips R, Nicolas Font J, Hutin C. Dynamically balanced broad frequency earthquake simulation system. In: Proceedings of international conference on physical modelling in geotechnics; 2002. p. 169-73.
    • (2002) , pp. 169-73
    • Perdriat, J.1    Phillips, R.2    Nicolas Font, J.3    Hutin, C.4
  • 15
    • 80051828358 scopus 로고    scopus 로고
    • Development and verification of site classification system for design ground motions at regions of shallow bedrock. PhD thesis. Daejeon, Korea: Korea Advanced Institute of Science and Technology
    • Lee SH. Development and verification of site classification system for design ground motions at regions of shallow bedrock. PhD thesis. Daejeon, Korea: Korea Advanced Institute of Science and Technology; 2010.
    • (2010)
    • Lee, S.H.1
  • 16
    • 80051811857 scopus 로고    scopus 로고
    • KWRC. Study on evaluation method of seismic safety on various types of dams. Final report: KIWE-DRC-04-14. Korea Water Resources Corporation; [in Korean].
    • KWRC. Study on evaluation method of seismic safety on various types of dams. Final report: KIWE-DRC-04-14. Korea Water Resources Corporation; 2004 [in Korean].
    • (2004)
  • 17
    • 84863229466 scopus 로고    scopus 로고
    • Centrifuge modeling of concrete faced rockfill dam built on deep alluvium. In: Proceedings of international conference on physical modelling in geotechnics
    • Xu Z, Hou Y, Liang J, Han L. Centrifuge modeling of concrete faced rockfill dam built on deep alluvium. In: Proceedings of international conference on physical modelling in geotechnics; 2006. p. 436-40.
    • (2006) , pp. 436-40
    • Xu, Z.1    Hou, Y.2    Liang, J.3    Han, L.4
  • 19
    • 80051826364 scopus 로고    scopus 로고
    • Ministry of Construction and Transportation, Korea, [in Korean] MOCT
    • MOCT Design standard for dam 2005, Ministry of Construction and Transportation, Korea, [in Korean].
    • (2005) Design standard for dam
  • 20
    • 84863289407 scopus 로고
    • Evaluation of the cut-off structures of a rockfill dam. In: Proceedings of the international conference, centrifuge
    • Zhang L, Hu T, Zhang J. Evaluation of the cut-off structures of a rockfill dam. In: Proceedings of the international conference, centrifuge 94; 1994. p. 593-98.
    • (1994) , vol.94 , pp. 593-98
    • Zhang, L.1    Hu, T.2    Zhang, J.3
  • 21
    • 85016084588 scopus 로고    scopus 로고
    • Estimation of dynamic material properties for fill dam: I, in-situ shear wave velocity profiles
    • [in Korean]
    • Kim J.T., Kim D.S., Park H.J., Kwon H.K. Estimation of dynamic material properties for fill dam: I, in-situ shear wave velocity profiles. Journal of the Korean Geotechnical Society 2009, 25(12):69-85. [in Korean].
    • (2009) Journal of the Korean Geotechnical Society , vol.25 , Issue.12 , pp. 69-85
    • Kim, J.T.1    Kim, D.S.2    Park, H.J.3    Kwon, H.K.4
  • 25
    • 80051812149 scopus 로고    scopus 로고
    • Embankment dam deformations caused by earthquakes. In: Proceedings of the 2003 Pacific conference on earthquake engineering. Christchurch, NZ;
    • Swaisgood JR. Embankment dam deformations caused by earthquakes. In: Proceedings of the 2003 Pacific conference on earthquake engineering. Christchurch, NZ; 2003.
    • (2003)
    • Swaisgood, J.R.1
  • 26
    • 33847747337 scopus 로고    scopus 로고
    • A correlation for permanent earthquake-induced deformation of earth embankments
    • Singh R., Roy D., Das D. A correlation for permanent earthquake-induced deformation of earth embankments. Engineering Geology 2007, 90:174-185.
    • (2007) Engineering Geology , vol.90 , pp. 174-185
    • Singh, R.1    Roy, D.2    Das, D.3
  • 27
    • 80051803735 scopus 로고    scopus 로고
    • Deformation and cracks in concrete face rockfill dams. In: Proceedings of the second symposium on concrete face rockfill dams. Florianopolis, Brazil: Brazilian Committee on Dams;
    • Mori RT. Deformation and cracks in concrete face rockfill dams. In: Proceedings of the second symposium on concrete face rockfill dams. Florianopolis, Brazil: Brazilian Committee on Dams; 1999. p. 49-61.
    • (1999) , pp. 49-61
    • Mori, R.T.1
  • 28
    • 80051816594 scopus 로고    scopus 로고
    • ICOLD Committee on materials for fill dams. Concrete face rockfill dams concept for design and construction, bulletin;
    • ICOLD Committee on materials for fill dams. Concrete face rockfill dams concept for design and construction, bulletin; 2004.
    • (2004)
  • 33
    • 80051815625 scopus 로고    scopus 로고
    • Development of an improved numerical model for concrete-to-soil interfaces in soil-structure interaction analyses. Report 2: final study ERD/ITL TR-99-1. U.S. Army Corps of Engineers, Engineer Research and Development Center;
    • Gomez JE, Filz GM, Ebeling RM. Development of an improved numerical model for concrete-to-soil interfaces in soil-structure interaction analyses. Report 2: final study ERD/ITL TR-99-1. U.S. Army Corps of Engineers, Engineer Research and Development Center; 2000.
    • (2000)
    • Gomez, J.E.1    Filz, G.M.2    Ebeling, R.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.