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Volumn 17, Issue 7-8, 1998, Pages 439-458

A review of considerations on seismic safety of embankments and earth and rock-fill dams

Author keywords

Dam safety; Dynamic analysis; Earthfill dam; Earthquakes; Liquefaction; Rockfill dam

Indexed keywords

ACCIDENT PREVENTION; EMBANKMENT DAMS; SOIL LIQUEFACTION; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS;

EID: 0344572937     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(98)00035-9     Document Type: Article
Times cited : (49)

References (122)
  • 2
    • 0017506335 scopus 로고
    • Equivalent uniform cycle concept for soil dynamics
    • Annaki M., Lee L. Equivalent uniform cycle concept for soil dynamics. J. Geotechnical Engrg. Div., ASCE. 103(GT6):1977;549-564.
    • (1977) J. Geotechnical Engrg. Div., ASCE , vol.103 , Issue.GT6 , pp. 549-564
    • Annaki, M.1    Lee, L.2
  • 3
    • 0009732916 scopus 로고
    • Dynamics and Response of Foundation Materials in Epicentral Regions of Strong Earthquakes
    • Rome
    • N.N. Ambresseys, Dynamics and Response of Foundation Materials in Epicentral Regions of Strong Earthquakes, Proc. 5th World Conf. Earthquake Engrg, Rome, 1973.
    • (1973) Proc. 5th World Conf. Earthquake Engrg
    • Ambresseys, N.N.1
  • 6
    • 0029475263 scopus 로고
    • Residual strength and large-deformation potential of loose silty sands
    • Bazier M.H., Dobry R. Residual strength and large-deformation potential of loose silty sands. J. Geotechnical Engrg. 121(12):1994;896-906.
    • (1994) J. Geotechnical Engrg. , vol.121 , Issue.12 , pp. 896-906
    • Bazier, M.H.1    Dobry, R.2
  • 7
    • 84993995958 scopus 로고
    • The use of slip circle in stability of earth slopes
    • Bishop A.W. The use of slip circle in stability of earth slopes. Geotechnique. 5:1955;7-17.
    • (1955) Geotechnique , vol.5 , pp. 7-17
    • Bishop, A.W.1
  • 8
    • 0004131759 scopus 로고
    • Analytical Evaluation of Liquefaction Potential of Sands Subjected to 1981 Westmoreland Earthquake
    • Civil Engrg. Dept., Univ. of Texas, Austin
    • J.G. Bierschwale, K.H. Stokoe, Analytical Evaluation of Liquefaction Potential of Sands Subjected to 1981 Westmoreland Earthquake, Geotechnical Engineering Report, gr84-15, Civil Engrg. Dept., Univ. of Texas, Austin, 1984.
    • (1984) Geotechnical Engineering Report, Gr84-15
    • Bierschwale, J.G.1    Stokoe, K.H.2
  • 9
    • 0344017190 scopus 로고
    • Influence of consolidation anisotropy on static liquefaction potential-application to submarine slope failure in Dunkirk Harbor, France
    • Blodeau F. Influence of consolidation anisotropy on static liquefaction potential-application to submarine slope failure in Dunkirk Harbor, France. Rev. Française Géotechnique. 37:1986;72-80.
    • (1986) Rev. Française Géotechnique , vol.37 , pp. 72-80
    • Blodeau, F.1
  • 10
    • 0344880282 scopus 로고
    • GADFLEA-Analysis of Pore Pressure Generation and Dissipation During Cyclic and Earthquake Loading
    • EERC, Univ. of California, Berkeley, CA
    • J.R. Booker, M.S. Rahman, H.B. Seed, GADFLEA-Analysis of Pore Pressure Generation and Dissipation During Cyclic and Earthquake Loading, NISEE/Computer Applications, EERC, Univ. of California, Berkeley, CA, 1976.
    • (1976) NISEE/Computer Applications
    • Booker, J.R.1    Rahman, M.S.2    Seed, H.B.3
  • 11
    • 0043150654 scopus 로고
    • Liquefaction Behavior of Saturated Sands under Uni-Axial and Bi-Directional Monotonic and Cyclic Simple Shear Loading
    • University of California, Berkeley
    • R.W. Boulanger, R.B. Seed, C.K. Chan, H.B. Seed, J. Sousa, Liquefaction Behavior of Saturated Sands under Uni-Axial and Bi-Directional Monotonic and Cyclic Simple Shear Loading, Geotech. Eng. Report No. UCB/GT/91-08, University of California, Berkeley, 1991.
    • (1991) Geotech. Eng. Report No. UCB/GT/91-08
    • Boulanger, R.W.1    Seed, R.B.2    Chan, C.K.3    Seed, H.B.4    Sousa, J.5
  • 14
    • 0004122958 scopus 로고
    • Thesis presented to Harvard University in fulfillment of the degree of Doctor of Philosophy, 1969, cited in: Liquefaction of Soils during Earthquakes. Committee on Earthquake Engineering, Commission on Engineering, Commission on Engineering Technical Systems, National Research Council, Washington DC
    • Castro, G., Liquefaction of sands, Thesis presented to Harvard University in fulfillment of the degree of Doctor of Philosophy, 1969, cited in: Liquefaction of Soils during Earthquakes. Committee on Earthquake Engineering, Commission on Engineering, Commission on Engineering Technical Systems, National Research Council, Washington DC, 1985.
    • (1985) Liquefaction of Sands
    • Castro, G.1
  • 15
    • 0016518825 scopus 로고
    • Liquefaction and cyclic mobility of saturated sands
    • Castro G. Liquefaction and cyclic mobility of saturated sands. J. Geotechnical Engrg. Division, ASCE. 101(GT6):1975;551-569.
    • (1975) J. Geotechnical Engrg. Division, ASCE , vol.101 , Issue.GT6 , pp. 551-569
    • Castro, G.1
  • 16
    • 0017505383 scopus 로고
    • Factors effecting liquefaction and cyclic mobility
    • Castro G., Poulos S.J. Factors effecting liquefaction and cyclic mobility. J. Geotechnical Engrg. Division, ASCE. 103(GT6):1977;501-506.
    • (1977) J. Geotechnical Engrg. Division, ASCE , vol.103 , Issue.GT6 , pp. 501-506
    • Castro, G.1    Poulos, S.J.2
  • 18
    • 0017240711 scopus 로고
    • Analysis of Offshore Concrete Caisson Dikes under Cyclic Loading
    • Virginia Polytechnic Institute, Blacksburg, VA
    • J.T. Christian, J.M.E. Audibert, Analysis of Offshore Concrete Caisson Dikes under Cyclic Loading, Proc. of the 2nd Int. Conf. on Numerical Methods in Geomechanics, vol. 2, Virginia Polytechnic Institute, Blacksburg, VA, 1976, pp. 979-990.
    • (1976) Proc. of the 2nd Int. Conf. on Numerical Methods in Geomechanics , vol.2 , pp. 979-990
    • Christian, J.T.1    Audibert, J.M.E.2
  • 19
    • 0024035088 scopus 로고
    • Formulation of a three-dimentional distinct element model- part I: A schedule to detect and represent contacts in a system composed of many polyhedral blocks
    • Cundall P.A. Formulation of a three-dimentional distinct element model- part I: a schedule to detect and represent contacts in a system composed of many polyhedral blocks. Int. J. Rock Mech. Mining Sci. 25(3):1988;107-116.
    • (1988) Int. J. Rock Mech. Mining Sci. , vol.25 , Issue.3 , pp. 107-116
    • Cundall, P.A.1
  • 20
    • 0024035089 scopus 로고
    • Formulation of a three-dimensional distinct element model- part II: Mechanical calculations for motios and interaction of a system composed of many polyhedral blocks
    • Cundall P.A., Hart R., Lemos J. Formulation of a three-dimensional distinct element model- part II: mechanical calculations for motios and interaction of a system composed of many polyhedral blocks. Int. J. Rock Mech. Mining Sci. 25(3):1988;117-126.
    • (1988) Int. J. Rock Mech. Mining Sci. , vol.25 , Issue.3 , pp. 117-126
    • Cundall, P.A.1    Hart, R.2    Lemos, J.3
  • 21
    • 0025431582 scopus 로고
    • Loading systems, sample preparation and liquefaction
    • DeGrogorio V.B. Loading systems, sample preparation and liquefaction. J. Geotechnical Engrg., ASCE. GT5:1990;805-821.
    • (1990) J. Geotechnical Engrg., ASCE , vol.5 , pp. 805-821
    • Degrogorio, V.B.1
  • 23
    • 77951623230 scopus 로고
    • Japanese National Committee on Large Dams, Standards for Aseismic Civil Engineering Constructions
    • Design Criteria for Dams International Association for Earthquake Engineering
    • Design Criteria for Dams, Japanese National Committee on Large Dams, Standards for Aseismic Civil Engineering Constructions, 1988. Earthquake Resistant Design Regulations, A Word List - 1988, International Association for Earthquake Engineering, pp. 579-645.
    • (1988) Earthquake Resistant Design Regulations, a Word List - 1988 , pp. 579-645
  • 24
    • 0021422575 scopus 로고
    • Effective stress of seismic response and liquefaction: Theory
    • Dikmen S.U., Ghaboussi J. Effective stress of seismic response and liquefaction: theory. J. Geotechnical Engrg., ASCE. 110(5):1984;628-644.
    • (1984) J. Geotechnical Engrg., ASCE , vol.110 , Issue.5 , pp. 628-644
    • Dikmen, S.U.1    Ghaboussi, J.2
  • 25
    • 0029416392 scopus 로고
    • Reconsiderations of initiation of liquefaction in sandy soils
    • Fear C.E., McRoberts E.C. Reconsiderations of initiation of liquefaction in sandy soils. J. Geotechnical Engrg. 121(3):1995;249-261.
    • (1995) J. Geotechnical Engrg. , vol.121 , Issue.3 , pp. 249-261
    • Fear, C.E.1    McRoberts, E.C.2
  • 34
    • 0021425298 scopus 로고
    • Effective stress analysis of seismic response and liquefaction: Case studies
    • Ghaboussi J., Dikmen S.U. Effective stress analysis of seismic response and liquefaction: case studies. J. Geotechnical Engrg., ASCE. 110(5):1984;645-658.
    • (1984) J. Geotechnical Engrg., ASCE , vol.110 , Issue.5 , pp. 645-658
    • Ghaboussi, J.1    Dikmen, S.U.2
  • 36
    • 0019391940 scopus 로고
    • Statistical study of uniform cycles in earthquakes
    • Haldar A., Tang W.H. Statistical study of uniform cycles in earthquakes. J. Geotechnical Engrg. Div. ASCE. 107(GT5):1981;577-584.
    • (1981) J. Geotechnical Engrg. Div. ASCE , vol.107 , Issue.GT5 , pp. 577-584
    • Haldar, A.1    Tang, W.H.2
  • 40
    • 0015360542 scopus 로고
    • Shear modulus and damping in soils: Measurement and parameter effects
    • Hardin B.O., Drnevich V.P. Shear modulus and damping in soils: measurement and parameter effects. J. Soil Mechanics and Foundations Div., ASCE. 98(SM6):1972;603-624.
    • (1972) J. Soil Mechanics and Foundations Div., ASCE , vol.98 , Issue.SM6 , pp. 603-624
    • Hardin, B.O.1    Drnevich, V.P.2
  • 41
    • 0000625857 scopus 로고
    • Shear modulus and damping in soils: Design equations and curves
    • Hardin B.O., Drnevich V.P. Shear modulus and damping in soils: design equations and curves. J. Soil Mechanics and Foundations, ASCE. 98(SM7):1972;667-692.
    • (1972) J. Soil Mechanics and Foundations, ASCE , vol.98 , Issue.SM7 , pp. 667-692
    • Hardin, B.O.1    Drnevich, V.P.2
  • 43
    • 0344448417 scopus 로고
    • Rationalizing the Seismic Coefficient Method
    • Department of the Army, US Army Corps of Engineers, Washington, DC
    • M.E. Hynes-Griffin, A.G. Franklin, Rationalizing the Seismic Coefficient Method, Miscellaneous Paper GL-84-13, Department of the Army, US Army Corps of Engineers, Washington, DC, 1984.
    • (1984) Miscellaneous Paper GL-84-13
    • Hynes-Griffin, M.E.1    Franklin, A.G.2
  • 47
    • 0016477434 scopus 로고
    • Undrained deformation and liquefaction of sand under cyclic stresses
    • Ishihara K., Tatsuoka F., Yasuda S. Undrained deformation and liquefaction of sand under cyclic stresses. Soils Foundations. 15(4):1975;85-100.
    • (1975) Soils Foundations , vol.15 , Issue.4 , pp. 85-100
    • Ishihara, K.1    Tatsuoka, F.2    Yasuda, S.3
  • 50
    • 0027802377 scopus 로고
    • Liquefaction and flow failure during earthquakes, 33rd Rankine lecture
    • Ishihara K. Liquefaction and flow failure during earthquakes, 33rd Rankine lecture. Geotechnique. 43(3):1993;351-415.
    • (1993) Geotechnique , vol.43 , Issue.3 , pp. 351-415
    • Ishihara, K.1
  • 53
    • 0344462660 scopus 로고    scopus 로고
    • State Water Works, Dept. of Dams, Turkey
    • N. Karadayi, Private Conversation. State Water Works, Dept. of Dams, Turkey, 1996.
    • (1996) Private Conversation
    • Karadayi, N.1
  • 54
    • 0025198264 scopus 로고
    • Seismic stability analysis of rockfill dams
    • Kikusawa M. Seismic stability analysis of rockfill dams. Geotechnique. 40(2):1990;201-210.
    • (1990) Geotechnique , vol.40 , Issue.2 , pp. 201-210
    • Kikusawa, M.1
  • 56
    • 0025446256 scopus 로고
    • Minimum undrained strength of two sands
    • Konrad J.M. Minimum undrained strength of two sands. J. Geotechnical Engrg., ASCE. 116(6):1990;932-947.
    • (1990) J. Geotechnical Engrg., ASCE , vol.116 , Issue.6 , pp. 932-947
    • Konrad, J.M.1
  • 57
    • 0025449067 scopus 로고
    • Minimum undrained strength versus steady-state strength of sands
    • Konrad J.M. Minimum undrained strength versus steady-state strength of sands. J. Geotechnical Engrg., ASCE. 116(6):1990;948-963.
    • (1990) J. Geotechnical Engrg., ASCE , vol.116 , Issue.6 , pp. 948-963
    • Konrad, J.M.1
  • 58
    • 0023981341 scopus 로고
    • Analysis of permanent deformations of earth dams due to earthquakes
    • Kuwano J., Ishihara K. Analysis of permanent deformations of earth dams due to earthquakes. Soils Foundations. 28(1):1988;41-55.
    • (1988) Soils Foundations , vol.28 , Issue.1 , pp. 41-55
    • Kuwano, J.1    Ishihara, K.2
  • 59
    • 0017503260 scopus 로고
    • Specimen preperation and cyclic stability of sands
    • Ladd R.S. Specimen preperation and cyclic stability of sands. J. Geotechnical Engrg. Division, ASCE. 103(GT6):1977;535-547.
    • (1977) J. Geotechnical Engrg. Division, ASCE , vol.103 , Issue.GT6 , pp. 535-547
    • Ladd, R.S.1
  • 60
    • 0004010169 scopus 로고
    • Committee on Earthquake Engineering, Commission on Engineering Technical Systems, National Research Council, Washington, DC
    • Liquefaction of Soils During Earthquakes, Committee on Earthquake Engineering, Commission on Engineering Technical Systems, National Research Council, Washington, DC, 1985.
    • (1985) Liquefaction of Soils during Earthquakes
  • 63
    • 0017995611 scopus 로고
    • Simplified procedure for estimating dam and embankment deformations
    • Maksidi F.I., Seed H.B. Simplified procedure for estimating dam and embankment deformations. J. Geotechnical Engrg. Div., ASCE. 104(GT7):1978;849-867.
    • (1978) J. Geotechnical Engrg. Div., ASCE , vol.104 , Issue.GT7 , pp. 849-867
    • Maksidi, F.I.1    Seed, H.B.2
  • 66
    • 0016508962 scopus 로고
    • Fundamentals of liquefaction under cyclic loading
    • Martin G.R., Finn W.D.L., Seed H.B. Fundamentals of liquefaction under cyclic loading. J. Geotechnical Div., ASCE. 104(GT5):1975;423-438.
    • (1975) J. Geotechnical Div., ASCE , vol.104 , Issue.GT5 , pp. 423-438
    • Martin, G.R.1    Finn, W.D.L.2    Seed, H.B.3
  • 67
    • 0008441759 scopus 로고
    • Penetration test and bearing capacity of cohesionless soils
    • Meyerhof G.G. Penetration test and bearing capacity of cohesionless soils. J. Soil Mech. Found Div., ASCE. 82(SM1):1956;1-19.
    • (1956) J. Soil Mech. Found Div., ASCE , vol.82 , Issue.SM1 , pp. 1-19
    • Meyerhof, G.G.1
  • 68
    • 0027042539 scopus 로고
    • Observations on the static and cyclic sand - Liquefaction methodologies
    • McRoberts E.C., Sladen J.A. Observations on the static and cyclic sand - liquefaction methodologies. Canadian Geotechnical J. 29:1992;650-665.
    • (1992) Canadian Geotechnical J. , vol.29 , pp. 650-665
    • McRoberts, E.C.1    Sladen, J.A.2
  • 69
    • 85024165388 scopus 로고
    • The analysis of stability of general slip surfaces
    • Morgenstein N.R., Price V.E. The analysis of stability of general slip surfaces. Geotechnique. 15:1965;79-93.
    • (1965) Geotechnique , vol.15 , pp. 79-93
    • Morgenstein, N.R.1    Price, V.E.2
  • 70
    • 0005053166 scopus 로고
    • Nonlinear seismic analysis of the Upper San Fernando Dam under the 1971 San Fernando Earthquake
    • Tokyo and Kyoto, Japan
    • Y. Moriwaki, M. Beikae, I.M. Idriss, Nonlinear seismic analysis of the Upper San Fernando Dam under the 1971 San Fernando Earthquake, in: 9th World Conf. on Earthquake Engrg., vol. VIII, Tokyo and Kyoto, Japan, 1988, pp. 237-241.
    • (1988) In: 9th World Conf. on Earthquake Engrg. , vol.8 , pp. 237-241
    • Moriwaki, Y.1    Beikae, M.2    Idriss, I.M.3
  • 75
    • 84988611729 scopus 로고
    • Effect of earthquakes on dams and embankments
    • Newmark N.M. Effect of earthquakes on dams and embankments. Geotechnique. 15(2):1965;139-160.
    • (1965) Geotechnique , vol.15 , Issue.2 , pp. 139-160
    • Newmark, N.M.1
  • 76
    • 0344031554 scopus 로고    scopus 로고
    • NISEE (National Information Service for Earthquake Engineering) Univ. of California, Berkeley, Ca, February
    • NISEE (National Information Service for Earthquake Engineering), Computer Software for Earthquake Engineering, Univ. of California, Berkeley, Ca, February 1996.Y.
    • (1996) Computer Software for Earthquake Engineering
  • 81
    • 0000617281 scopus 로고
    • Sand liquefaction under cyclic loading simple shear conditions
    • Peacock W.H., Seed H.B. Sand liquefaction under cyclic loading simple shear conditions. J. Soil Mechanics Foundations Div., ASCE. 94(SM3):1968;689-708.
    • (1968) J. Soil Mechanics Foundations Div., ASCE , vol.94 , Issue.SM3 , pp. 689-708
    • Peacock, W.H.1    Seed, H.B.2
  • 85
    • 84937752174 scopus 로고
    • SPT-CPT Correlations
    • Univ. of British Colombia, Vancouver, Civil Engrg. Dept.
    • P.K. Robertson, R.G. Campanella, A. Wightman, SPT-CPT Correlations, Univ. of British Colombia, Vancouver, Civil Engrg. Dept., Soil Mechanics Series No. 62 (1982).
    • (1982) Soil Mechanics Series , vol.62
    • Robertson, P.K.1    Campanella, R.G.2    Wightman, A.3
  • 86
    • 0027071999 scopus 로고
    • Seismic cone penetration test for evaluating liquefaction potential under cyclic loading
    • Robertson P.K., Woeller D.J., Finn W.D.L. Seismic cone penetration test for evaluating liquefaction potential under cyclic loading. Canadian Geotechnical J. 29:1992;686-695.
    • (1992) Canadian Geotechnical J. , vol.29 , pp. 686-695
    • Robertson, P.K.1    Woeller, D.J.2    Finn, W.D.L.3
  • 88
    • 0344462652 scopus 로고
    • Pleasant Valley Dam: an approach to quantifying the effect of foundation liquefaction
    • Vienna, Austria
    • W.H. Roth, G. Bureau, G. Brodt, Pleasant Valley Dam: an approach to quantifying the effect of foundation liquefaction, in: 17th Int. Congress on Large Dams, Vienna, Austria, 1991, pp. 1199-1223.
    • (1991) In: 17th Int. Congress on Large Dams , pp. 1199-1223
    • Roth, W.H.1    Bureau, G.2    Brodt, G.3
  • 89
    • 0016594363 scopus 로고
    • Seismic stability of earth dams and embankments
    • Sarma S.K. Seismic stability of earth dams and embankments. Geotechnique. 25(4):1975;743-761.
    • (1975) Geotechnique , vol.25 , Issue.4 , pp. 743-761
    • Sarma, S.K.1
  • 90
    • 0345325500 scopus 로고
    • Seismic stability analyses for rockfill dams with central clay cores
    • Sarma S.K., Barbosa M.R. Seismic stability analyses for rockfill dams with central clay cores. Geotechnique. 35:1985;319-328.
    • (1985) Geotechnique , vol.35 , pp. 319-328
    • Sarma, S.K.1    Barbosa, M.R.2
  • 91
    • 0018435234 scopus 로고
    • Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
    • Seed H.B. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. J. Geotechnical Engrg. Division, ASCE. 105(GT2):1979;201-255.
    • (1979) J. Geotechnical Engrg. Division, ASCE , vol.105 , Issue.GT2 , pp. 201-255
    • Seed, H.B.1
  • 92
    • 0018655834 scopus 로고
    • Considerations in the earthquake-resistant design of earth and rockfill dams
    • Seed H.B. Considerations in the earthquake-resistant design of earth and rockfill dams. Geotechnique. 29(3):1979;215-263.
    • (1979) Geotechnique , vol.29 , Issue.3 , pp. 215-263
    • Seed, H.B.1
  • 94
    • 0023524511 scopus 로고
    • Design problems in liquefaction evaluation
    • Seed H.B. Design problems in liquefaction evaluation. J. Geotechnical Engrg., ASCE. 113(8):1987;827-845.
    • (1987) J. Geotechnical Engrg., ASCE , vol.113 , Issue.8 , pp. 827-845
    • Seed, H.B.1
  • 98
    • 0015112139 scopus 로고
    • Test procedures for measuring soil liquefaction characteristics
    • Seed H.B., Peacock H.W. Test procedures for measuring soil liquefaction characteristics. J. Soil Mechanics Foundations Div. ASCE. 79(SM8):1971;1099-1119.
    • (1971) J. Soil Mechanics Foundations Div. ASCE , vol.79 , Issue.SM8 , pp. 1099-1119
    • Seed, H.B.1    Peacock, H.W.2
  • 101
    • 0001407197 scopus 로고
    • STP-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength
    • in: J.M. Duncan (Ed.) University of California, Berkeley, CA
    • R.B. Seed, L.F. Harder, in: J.M. Duncan (Ed.), STP-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength, H. Bolton Seed Memorial Symp., University of California, Berkeley, CA, 1990, pp. 351-376.
    • (1990) H. Bolton Seed Memorial Symp. , pp. 351-376
    • Seed, R.B.1    Harder, L.F.2
  • 103
    • 0016556217 scopus 로고
    • Dynamic analysis of the slide in the lower San Fernando Dam during the earthquake of February 9, 1971
    • Seed H.B., Idriss I.M., Lee K.L., Maksidi F.I. Dynamic analysis of the slide in the lower San Fernando Dam during the earthquake of February 9, 1971. J. Geotechnical Engrg. Division, ASCE. 101(GT9):1975;889-911.
    • (1975) J. Geotechnical Engrg. Division, ASCE , vol.101 , Issue.GT9 , pp. 889-911
    • Seed, H.B.1    Idriss, I.M.2    Lee, K.L.3    Maksidi, F.I.4
  • 106
    • 0017484490 scopus 로고
    • Influence of seismic history on liquefaction of sands
    • Seed H.B., Mori K., Chan C.K. Influence of seismic history on liquefaction of sands. J. Geotechnical Engrg. Div., ASCE. 102(GT4):1977;323-346.
    • (1977) J. Geotechnical Engrg. Div., ASCE , vol.102 , Issue.GT4 , pp. 323-346
    • Seed, H.B.1    Mori, K.2    Chan, C.K.3
  • 108
    • 0020971588 scopus 로고
    • Evaluation of liquefaction potential using field performance data
    • Seed H.B., Idriss I., Arango I. Evaluation of liquefaction potential using field performance data. J. Geotechnical Engrg., ASCE. 109(3):1983;458-482.
    • (1983) J. Geotechnical Engrg., ASCE , vol.109 , Issue.3 , pp. 458-482
    • Seed, H.B.1    Idriss, I.2    Arango, I.3
  • 110
    • 0022922999 scopus 로고
    • Moduli and damping factors for dynamic analyses of cohesionless soils
    • Seed H.B., Wong T.W., Idriss I.M., Tokimatsu K. Moduli and damping factors for dynamic analyses of cohesionless soils. J. Geotechnical Engrg., ASCE. 112(11):1986;1016-1032.
    • (1986) J. Geotechnical Engrg., ASCE , vol.112 , Issue.11 , pp. 1016-1032
    • Seed, H.B.1    Wong, T.W.2    Idriss, I.M.3    Tokimatsu, K.4
  • 111
    • 0020062803 scopus 로고
    • Undisturbed sampling of saturated sands by freezing
    • Sing S., Seed H.B., Chan C.K. Undisturbed sampling of saturated sands by freezing. J. Geotechnical Engrg. Div., ASCE. 108(GT2):1982;247-264.
    • (1982) J. Geotechnical Engrg. Div., ASCE , vol.108 , Issue.GT2 , pp. 247-264
    • Sing, S.1    Seed, H.B.2    Chan, C.K.3
  • 113
    • 0026946159 scopus 로고
    • Undrained shear strength of liquefied sands for stability analysis
    • Stark T.D., Mesri G. Undrained shear strength of liquefied sands for stability analysis. J. Geotechnical Engrg., ASCE. 118(11):1992;1727-1747.
    • (1992) J. Geotechnical Engrg., ASCE , vol.118 , Issue.11 , pp. 1727-1747
    • Stark, T.D.1    Mesri, G.2
  • 120
    • 0027662606 scopus 로고
    • Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths
    • Yamashita S., Toki S. Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths. Soils and Foundations. 33(3):1993;92-104.
    • (1993) Soils and Foundations , vol.33 , Issue.3 , pp. 92-104
    • Yamashita, S.1    Toki, S.2
  • 122
    • 0018011524 scopus 로고
    • Undisturbed sampling of saturated sands by freezing, soils and foundations Japanese society of soil
    • Yoshimi Y., Hatanaka M., Ohoka H. Undisturbed sampling of saturated sands by freezing, soils and foundations Japanese society of soil. Mechanics and Foundation Engrg. 18(3):1978;59-73.
    • (1978) Mechanics and Foundation Engrg. , vol.18 , Issue.3 , pp. 59-73
    • Yoshimi, Y.1    Hatanaka, M.2    Ohoka, H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.