Assessment of liquefaction potential during earthquakes by arias intensitya

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 125, Issue 7, 1999, Pages 627-627

  Trifunac, M D ^a  

^a Univ of Southern California ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001833211     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:7(627)     Document Type: Article

References (9)

1. Berrill, J. B., and Davis, R. O. (1985). “Energy disipation and seismic liquefaction of sands: Revised model.“ Soils and Found., 25(2), 106–118.
2. Davis, R. O., and Berrill, J. B. (1982). “Energy dissipation and seismic liquefaction in sands.“ Earthquake Engrg. and Struct. Dyn., 10, 59–68.
3. He, G. N. (1981). “Energy analysis procedure for evaluating liquefaction potential.“ Chinese J. Geotech. Engrg., 3, 11–21 (in Chinese).
4. Trifunac, M. D. (1971). “Zero baseline correction of strong motion accelerograms.“Bull. Seism. Soc. Amer., 61, 1201–1211.
5. Trifunac, M. D. (1972). A note on correction of strong-motion accelerograms for instrument response, Bull. Seismological Soc. Am., 62, 401– 409.
6. Trifunac, M. D. (1993). “Long period Fourier amplitude spectra of strong motion acceleration.“ Soil Dyn. and Earthquake Engrg., 12(6), 363–382.
7. Trifunac, M. D. (1994). “Q and high frequency strong motion spectra.“ Soil Dyn. and Earthquake Engrg., 13(3), 149–161.
8. Trifunac, M. D. (1995). “Empirical criteria for liquefaction in sands via standard penetration tests and seismic wave energy.“ Soil Dyn. and Earthquake Engrg., 14(4), 419–426.
9. Trifunac, M. D., and Brady, A. G. (1975). “A study of duration of strong earthquake ground motion.“ Bull. Seismological Soc. Am., 65, 581–626