메뉴 건너뛰기




Volumn 18, Issue 2, 1999, Pages 125-133

Dynamic instability of clays: An energy approach

Author keywords

Clays; Dynamic load; Energy approach; Liquefaction; Strength degradation; Stress reversal; Unit dissipated energy

Indexed keywords

ACTIVATION ENERGY; DEGRADATION; DYNAMIC LOADS; ENERGY DISSIPATION; LIQUEFACTION; STABILITY; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 0033080748     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(98)00043-8     Document Type: Article
Times cited : (34)

References (20)
  • 3
    • 0018651218 scopus 로고
    • A unified approach to densification and liquefaction of cohesionless sand in cyclic shearing
    • Nemat-Nasser S., Shokooh A. A unified approach to densification and liquefaction of cohesionless sand in cyclic shearing. Can. Geotech. J. 16:1979;659-678.
    • (1979) Can. Geotech. J. , vol.16 , pp. 659-678
    • Nemat-Nasser, S.1    Shokooh, A.2
  • 4
    • 0025572867 scopus 로고
    • An energy approach for assessing seismic liquefaction potential
    • Law K.T., Cao Y.L. An energy approach for assessing seismic liquefaction potential. Can. Geotech. J. 27:1990;320-329.
    • (1990) Can. Geotech. J. , vol.27 , pp. 320-329
    • Law, K.T.1    Cao, Y.L.2
  • 5
    • 0026459572 scopus 로고
    • Energy dissipation and dynamic behaviour of clay under cyclic loading
    • Cao Y.L., Law K.T. Energy dissipation and dynamic behaviour of clay under cyclic loading. Can. Geotech. J. 29:1992;103-111.
    • (1992) Can. Geotech. J. , vol.29 , pp. 103-111
    • Cao, Y.L.1    Law, K.T.2
  • 10
    • 0013453701 scopus 로고
    • Attenuation relations for strong seismic ground motion in Canada
    • Hasegawa H.S., Basham P.W., Berry M.J. Attenuation relations for strong seismic ground motion in Canada. Bull. Seismol. Soc. Amer. 71:1981;1943-1962.
    • (1981) Bull. Seismol. Soc. Amer. , vol.71 , pp. 1943-1962
    • Hasegawa, H.S.1    Basham, P.W.2    Berry, M.J.3
  • 11
    • 0019999686 scopus 로고
    • Energy dissipation and seismic liquefaction in sands
    • Davis R.O., Berill J.B. Energy dissipation and seismic liquefaction in sands. Earthq. Engng and Struct. Dyn. 10:1982;59-68.
    • (1982) Earthq. Engng and Struct. Dyn. , vol.10 , pp. 59-68
    • Davis, R.O.1    Berill, J.B.2
  • 12
    • 0029415961 scopus 로고
    • Empirical criteria for liquefaction in sands via standard penetration tests and seismic wave energy
    • Trifunac M.D. Empirical criteria for liquefaction in sands via standard penetration tests and seismic wave energy. Soil Dyn. Earthq. Engng. 14:1995;419-426.
    • (1995) Soil Dyn. Earthq. Engng. , vol.14 , pp. 419-426
    • Trifunac, M.D.1
  • 15
    • 0017630879 scopus 로고
    • A new triaxial equipment - test potential and data acquisition
    • Senneset K., Grande L. A new triaxial equipment - test potential and data acquisition. Vaag. Och vattenbyggaren. 9:1977;36-38.
    • (1977) Vaag. Och Vattenbyggaren , vol.9 , pp. 36-38
    • Senneset, K.1    Grande, L.2
  • 19
    • 85057797473 scopus 로고
    • Evaluation of permanent deformation through laboratory strain-controlled cyclic testing
    • Buffalo, New York, Rensselaer Polytechnic Institute, Troy, New York
    • Baziar, M.H., Succarieh, M., Elgamal, A. and Dobry, R. Evaluation of permanent deformation through laboratory strain-controlled cyclic testing. Draft report for NCEER, Buffalo, New York, Rensselaer Polytechnic Institute, Troy, New York, 1990.
    • (1990) Draft Report for NCEER
    • Baziar, M.H.1    Succarieh, M.2    Elgamal, A.3    Dobry, R.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.