메뉴 건너뛰기




Volumn 130, Issue 1, 2004, Pages 26-35

Seismic deformation of bar mat mechanically stabilized earth walls. II: A multiblock model

Author keywords

Deformation; Earth structure; Earthquakes; Failure modes; Seismic response; Walls

Indexed keywords

CENTRIFUGES; DEFORMATION; EARTH (PLANET); EARTHQUAKE EFFECTS; MATHEMATICAL MODELS; SEISMOLOGY; WALLS (STRUCTURAL PARTITIONS);

EID: 0942291412     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:1(26)     Document Type: Article
Times cited : (16)

References (31)
  • 1
    • 0004002449 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO). 16th Ed., Washington, D.C
    • American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specification for highway bridges, 16th Ed., Washington, D.C.
    • (1996) Standard Specification for Highway Bridges
  • 4
    • 0031755179 scopus 로고    scopus 로고
    • Seismic response analysis of a geosynthetic-reinforced soil retaining wall
    • Bathurst, R. J., and Hatami, K. (1998). "Seismic response analysis of a geosynthetic-reinforced soil retaining wall." Geosynthet. Int., 5(1-2), 127-166.
    • (1998) Geosynthet. Int. , vol.5 , Issue.1-2 , pp. 127-166
    • Bathurst, R.J.1    Hatami, K.2
  • 5
    • 0029539214 scopus 로고
    • Seismic response analysis of geosynthetic reinforced soil segmental retaining walls by finite element method
    • Cai, Z., and Bathurst, R. J. (1995). "Seismic response analysis of geosynthetic reinforced soil segmental retaining walls by finite element method." Comput. Geotech., 17(4), 255-268.
    • (1995) Comput. Geotech. , vol.17 , Issue.4 , pp. 255-268
    • Cai, Z.1    Bathurst, R.J.2
  • 6
    • 0030439707 scopus 로고    scopus 로고
    • Seismic-induced permanent displacement of geosynthetic-reinforced segmental retaining walls
    • Cai, Z., and Bathurst, R. J. (1996). "Seismic-induced permanent displacement of geosynthetic-reinforced segmental retaining walls." Can. Geotech. J., 33, 937-955.
    • (1996) Can. Geotech. J. , vol.33 , pp. 937-955
    • Cai, Z.1    Bathurst, R.J.2
  • 8
    • 33745666614 scopus 로고
    • Design provisions for earthquake resistance of structures - Part 5: Foundations, retaining structures and geotechnical aspects
    • Comité Européen de Normalisation - European Committee for Standardization (CEN). Brussels
    • Comité Européen de Normalisation-European Committee for Standardization (CEN). (1994). "Design provisions for earthquake resistance of structures-Part 5: Foundations, retaining structures and geotechnical aspects." Eurocode 8, Brussels.
    • (1994) Eurocode 8
  • 12
    • 0035450220 scopus 로고    scopus 로고
    • Seismic analysis of segmental retaining walls I: Model verification
    • Helwany, S. M. B., Budhu, M., and McCallen, D. (2001). "Seismic analysis of segmental retaining walls I: Model verification." J. Geotech. Geoenviron. Eng., 127(9), 741-749.
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.9 , pp. 741-749
    • Helwany, S.M.B.1    Budhu, M.2    McCallen, D.3
  • 13
    • 0035450554 scopus 로고    scopus 로고
    • Seismic analysis of segmental retaining walls II: Effects of facing details
    • Helwany, S. M. B., and McCallen, D. (2001). "Seismic analysis of segmental retaining walls II: Effects of facing details." J. Geotech. Geoenviron. Eng., 127(9), 750-756.
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.9 , pp. 750-756
    • Helwany, S.M.B.1    McCallen, D.2
  • 14
    • 0012523861 scopus 로고    scopus 로고
    • Seismic design guidelines for port structures
    • International Navigation Association (INA). A. A. Balkema, Rotterdam, The Netherlands
    • International Navigation Association (INA). (2001). "Seismic design guidelines for port structures." Rep. by Working Group No. 34 of the Maritime Navigation Commission, A. A. Balkema, Rotterdam, The Netherlands.
    • (2001) Rep. By Working Group No. 34 of the Maritime Navigation Commission
  • 15
    • 0012659688 scopus 로고
    • Centrifuge modeling and field observations of dynamic behavior of reinforced soil and concrete cantilever retaining walls
    • Palm Springs, Calif
    • Kutter, B. L., Casey, J. A., and Romstad, K. M. (1990). "Centrifuge modeling and field observations of dynamic behavior of reinforced soil and concrete cantilever retaining walls." Proc., 4th U.S. National Conf. on Earthquake Engineering, Palm Springs, Calif., Vol. 3, 663-672.
    • (1990) Proc., 4th U.S. National Conf. on Earthquake Engineering , vol.3 , pp. 663-672
    • Kutter, B.L.1    Casey, J.A.2    Romstad, K.M.3
  • 16
    • 0008003270 scopus 로고    scopus 로고
    • Costant p' and constant volume friction angles are different
    • Kutter, B. L., and Chen, Y. R. (1997). "Costant p' and constant volume friction angles are different." Geotech. Test. J., 20(3), 304-316.
    • (1997) Geotech. Test. J. , vol.20 , Issue.3 , pp. 304-316
    • Kutter, B.L.1    Chen, Y.R.2
  • 18
    • 85040872852 scopus 로고
    • Reinforcement of earth slopes and embankments
    • Transportation Research Board, Washington, D.C
    • Mitchell, J. K., and Villet, W. C. B. (1987). "Reinforcement of earth slopes and embankments." NCHRP Rep. No. 290, Transportation Research Board, Washington, D.C.
    • (1987) NCHRP Rep. No. 290
    • Mitchell, J.K.1    Villet, W.C.B.2
  • 19
    • 0020782263 scopus 로고
    • Seismically induced movement of retaining walls
    • Nadim, F., and Whitman, R. V. (1983). "Seismically induced movement of retaining walls." J. Geotech. Eng., 109(7), 915-931.
    • (1983) J. Geotech. Eng. , vol.109 , Issue.7 , pp. 915-931
    • Nadim, F.1    Whitman, R.V.2
  • 20
    • 0002689020 scopus 로고
    • A method of computation for structural dynamics
    • Newmark, N. M. (1959). "A method of computation for structural dynamics." J. Eng. Mech., 85(3), 67-94.
    • (1959) J. Eng. Mech. , vol.85 , Issue.3 , pp. 67-94
    • Newmark, N.M.1
  • 21
    • 0942263927 scopus 로고
    • Structures in seismic regions
    • Reinforced Earth Co. The Reinforced Earth Company, McLean, Va
    • Reinforced Earth Co. (1995). "Structures in seismic regions," Marketing Pamphlet, The Reinforced Earth Company, McLean, Va.
    • (1995) Marketing Pamphlet
  • 25
    • 0026810950 scopus 로고
    • Simple rigid plastic model for seismic tilting of rigid walls
    • Siddharthan, R., Ara, S., and Norris, G. M. (1992). "Simple rigid plastic model for seismic tilting of rigid walls." J. Struct. Eng., 118(2), 469-487.
    • (1992) J. Struct. Eng. , vol.118 , Issue.2 , pp. 469-487
    • Siddharthan, R.1    Ara, S.2    Norris, G.M.3
  • 27
    • 0026174184 scopus 로고
    • On the seismic displacement response of rigid retaining walls
    • Siddharthan, R. V., and Norris, G. M. (1991). "On the seismic displacement response of rigid retaining walls." Soils Found., 31(2), 51-64.
    • (1991) Soils Found. , vol.31 , Issue.2 , pp. 51-64
    • Siddharthan, R.V.1    Norris, G.M.2
  • 28
    • 0027610354 scopus 로고
    • Dynamic centrifuge testing of soil nailed excavations
    • Vucetic, M., Tufenkjian, M., and Doroudian, M. (1993). "Dynamic centrifuge testing of soil nailed excavations." Geotech. Test. J., 16(2), 172-187.
    • (1993) Geotech. Test. J. , vol.16 , Issue.2 , pp. 172-187
    • Vucetic, M.1    Tufenkjian, M.2    Doroudian, M.3
  • 29
    • 0942274809 scopus 로고
    • Seismic design of bridge abutments and retaining walls
    • Transit New Zealand, Wellington, New Zealand
    • Wood, J., and Elms, D. G. (1990). "Seismic design of bridge abutments and retaining walls," Road and Research Unit Bulletin 84, Transit New Zealand, Wellington, New Zealand.
    • (1990) Road and Research Unit Bulletin 84
    • Wood, J.1    Elms, D.G.2
  • 30
    • 0001272586 scopus 로고
    • Dynamic response analysis of reinforced soil retaining wall
    • Yogendrakumar, M., Bathurst, R. J., and Finn, W. D. L. (1992). "Dynamic response analysis of reinforced soil retaining wall." J. Geotech. Eng., 118(8), 1158-1167.
    • (1992) J. Geotech. Eng. , vol.118 , Issue.8 , pp. 1158-1167
    • Yogendrakumar, M.1    Bathurst, R.J.2    Finn, W.D.L.3
  • 31
    • 0034254952 scopus 로고    scopus 로고
    • Rotating block method for seismic displacement of gravity walls
    • Zeng, X., and Steedman, R. S. (2000). "Rotating block method for seismic displacement of gravity walls." J. Geotech. Geoenviron. Eng., 126(8), 709-717.
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.8 , pp. 709-717
    • Zeng, X.1    Steedman, R.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.