Geotechnical analysis of paleoseismic shaking using liquefaction features: a major updating

Author:

Olson Scott M.,Green Russell A.,Obermeier Stephen F.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference78 articles.

1. Engineering seismology;Ambraseys;Earthquake Engineering and Structural Dynamics,1988

2. Andrus, R.D., Stokoe II, K.H., 1997. Liquefaction resistance based on shear wave velocity: Proc. of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils. In: Youd, T.L., Idriss, I.M., (Eds.), Technical Report NCEER-97-0022, State Univ. of New York at Buffalo, NY, pp. 89–128.

3. Magnitude scaling factors for soil liquefaction evaluations;Arango;ASCE Journal of Geotechnical Engineering,1996

4. Bartlett, S.F., Youd, T.L., 1992. Empirical analysis of horizontal ground displacement generated by liquefaction-induced lateral spread: Technical Report No. NCEER-92-0021, State Univ. of New York at Buffalo, NY, 114 pp.

5. Geotechnical problems involved in foundations of structures in the North Sea;Bjerrum;Geotechnique,1973

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