An effective stress understanding of liquefaction behavior

Environmental and Engineering Geoscience

Volumn 4, Issue 1, 1998, Pages 93-101

  Norris, G ^a   Zafir, Z ^b   Siddharthan, R ^a  

^a UNIVERSITY OF NEVADA   (United States)

^b KLEINFELDER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

LIQUEFACTION; RESIDUAL STRENGTH; SAND;

EID: 0031709413     PISSN: 10787275     EISSN: None     Source Type: Journal    
DOI: 10.2113/gseegeosci.iv.1.93     Document Type: Article

References (14)

1. CASAGRANDE, A., 1975, Liquefaction and cyclic deformation of sands - a critical review, in Proceedings, Fifth Pan American Conference on Soil Mechanics an Foundation Engineering, Buenos Aries, Argentina, also Harvard Soil Mechanics Series No. 89.
2. CASTRO, G., 1975, Liquefaction and cyclic mobility of saturated sands: Journal of Geotechnical Engineering Division, ASCE, Vol. 101, No. GT6, pp. 501-506.
3. DEGREGORIO, V. B., 1990, Loading systems, sample preparation and liquefaction: Journal of the Geotechnical Engineering Division, ASCE, Vol. 116, No. GT5, pp. 805-821.
4. LEE, K. L. AND SEED, H. B., 1967, Drained strength characteristics of sands: Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93, No. SM3, pp. 117-141.
5. MARCUSON, W. F.; HYNES, M. E.; AND FRANKLIN, A. G., 1990, Evaluation and use of residual strength in seismic safety analysis of embankments: Earthquake Spectra, EERI, Vol. 6, No. 3, pp. 529-572.
6. NATIONAL RESEARCH COUNCIL, 1985, Liquefaction of Soils During Earthquakes: National Academy Press, Washington, DC.
7. NORRIS, G. M.; MADHU, R.; VALCESCHINI, R.; AND ASHOUR, M., 1995, Liquefaction and Residual Strength of Loose Sands from Drained Triaxial Tests, Report 2: Department of Civil Engineering, Report No. CCEER-95-2, February, University of Nevada, Reno, NV.
8. PECK, R. B.; HANSON, W. E.; AND THORNBURN, T. H., 1974, Foundation Engineering, 2nd Edition: John Wiley and Sons, New York, NY, 514 p.
9. POULOS, S. J., 1981, The steady state of deformation: Journal of Geotechnical Engineering Division, ASCE, Vol. 107, No. GT5, pp. 553-562.
10. POULOS, S. J.; CASTRO, G.; AND FRANCE, J. W. 1985, Liquefaction evaluation procedure: Journal of the Geotechnical Engineering Division, ASCE, Vol. 111, No. GT6, pp. 772-791.
11. SEED, H. B., 1987, Design problems in soil liquefaction: Journal of the Geotechnical Engineering Division, ASCE, Vol. 113, No. GT8, pp. 827-845.
12. SEED, R. B. AND HARDER L. J., 1990, SPT-based analysis of cyclic pore pressure generation and undrained residual strength. In Duncan, J. M. (Editor), H. Bolton Seed Memorial Symposium Proceedings: BiTech Publishers, Vancouver, BC, Canada, Vol. 2, pp. 351-376.
13. SEED, H. B.; HARDER, R. B.; AND JONG, H., 1988, Re-evaluation of the Slide in the Lower San Fernando Dam in the Earthquake of February 9, 1971, Report No. UCB/EERC 88/04: University of California, Berkeley, CA.
14. VON THUN, 1991, Earthquake Engineering of Earth Dams and Slopes - Experimental Needs in 1991: Report of the NSF Workshop on Experimental Needs for Geotechnical Earthquake Engineering, Albuquerque, NM, pp. 11-29.