Liquefaction-induced ground displacements for seismic evaluation of lifelines

Geotechnical Special Publication

Volumn , Issue 75 I, 1998, Pages 434-445

  Wijewickreme, Dharma ^a   Atukorala, Upul ^a   Fitzell, Trevor ^a  

^a GOLDER ASSOCIATES LTD   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; RETROFITTING; SOIL LIQUEFACTION; STRUCTURAL ANALYSIS;

LIFELINES;

EARTHQUAKE RESISTANCE;

EID: 0031643854     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (18)

1. Bartlett, S.F., and Youd, T.L. (1992). "Empirical analysis of horizontal ground displacement generated by liquefaction-induced lateral spreads", Tech. Rep. NCEER-92-0021, National Center for Earthquake Engineering Research, State University of New York, Buffalo, N.Y.
2. Bartlett, S.F., and Youd, T.L. (1995). "Empirical prediction of liquefaction-induced lateral spread", J. of Geotech. Engrg., ASCE, 121(4), 316-329.
3. Byrne, P.M., Cheung, H. and Yan, L. (1987). "Soil Parameters For Deformation Analysis of Sand Masses", Can. Geotech. J., 24(3), 366-376.
4. Byrne, P.M. and Janzen, W. (1981). "SOILSTRESS - A computer program for non-linear analysis of stresses and deformations in soil", Soil Mechanics Series No. 52, Dept. of Civil Engrg., Univ. of B.C., Vancouver, B.C., Canada, updated Jan. 1989.
5. Byrne, P.M., Jitno, H., Salgado, F. (1992). "Earthquake induced displacements of soil-structures systems", Proc., 10th World Conference in Earthquake Engineering, Madrid, Spain, 1407-1412.
6. Finn, W.D. Liam., Yogendrakumar, M., Yoshida, N., Yoshida, H. (1986). 'TARA-3: A program to compute the response of 2-D embankments and soil-structure interaction systems to seismic loadings", Dept. of Civil Engrg., Univ. of B.C., Vancouver, B.C., Canada.
7. Hamada, M. and O'Rourke, T.D., editors, (1992). "Case studies of liquefaction and lifelines performance during past earthquakes: Japanese case studies , Tech. Rep. NCEER-92-0002, Vol. 1, National Center for Earthquake Engineering Research, State University of New York, Buffalo, N.Y.
8. Hamada, M., Towhata, I., Yasuda, S., and Isoyama, R. (1987). "Study on permanent ground displacement induced by seismic liquefaction", Computers and Geotechnics, 4, 197-220.
9. Jitno, H. (1995). "Liquefaction-induced deformations of earth structures", Ph.D. thesis, Dept. of Civil Engrg., Univ. of B.C., Vancouver, B.C., Canada.
10. NBCC - National Building Code of Canada (1995). National Research Council of Canada, Ottawa, Ont., Canada.
11. Newmark, N.M. (1965). "Effects of earthquake on dams and embankments -Rankine Lecture", Geotechnique 15(2), 139-160.
12. O'Rourke, T.D. and Hamada, M., editors, (1992). "Case studies of liquefaction and lifelines performance during past earthquakes: United States case studies", Tech. Rep. NCEER-92-0002, Vol. 2, National Center for Earthquake Engineering Research, State University of New York, Buffalo, N.Y.
13. Pillai, V.S. and Stewart, R.A. (1994). "Evaluation of liquefaction potential of foundation soils at Duncan Dam", Can. Geotech. J., 31(6), 951-966.
14. Prevost, J.H. (1981). "DYNA-FLOW: A Non-linear transient finite element analysis program", Rep. 81-SM-1, Dept. of Civil Engrg., Princeton Univ., Princeton, N.J.
15. Schnabel, P.B., Lysmer, J. and Seed, H.B. (1972). "SHAKE: A computer program for earthquake response analysis of horizontally layered sites", Rep. EERt 72-12, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
16. Seed, H.B., Tokimatsu, K., Harder, L.F. and Chung, R.M. (1984). "The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations", J. Geotech. Engrg., ASCE, 111(12), 1425-1445.
17. Sivathayalan, S. (1991). "Static, Cyclic, and Post Liquefaction Simple Shear Response of Sands", M.A.Sc. Thesis, Dept. of Civil Engrg., Univ. of B.C., Vancouver, B.C., Canada.
18. Youd, T.L., and Perkins, D.M. (1987). "Mapping of liquefaction severity index", J. of Geotech. Engrg., ASCE, 113(11), 1374-1392.