A proposed geotechnical-based method for evaluation of liquefaction potential analysis subjected to earthquake provocations (case study: Korzan earth dam, Hamedan province, Iran)

Author:

Shahri Abbas Abbaszadeh,Esfandiyari Bijan,Rajablou Roshanak

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference16 articles.

1. Abbaszadeh Shahri A, Esfandiyari B, Hamzeloo H (2009) Evaluation of a nonlinear seismic geotechnical site response analysis method subjected to earthquake vibrations (case study: Kerman province, Iran). Arab J Geosci. doi: 10.1007/s12517-009-0120-7

2. CivilTech Software (2002) LiquefyPro: liquefaction and settlement analysis software manual, Version 3.1B, Palo Alto, California. p. 50

3. Ishibashi I, Shrif MA, Cheng WL (1982) The effects of soil parameters on pore-pressure-rise and liquefaction prediction. Soils Found, JSSMFE 22(1):37–48

4. Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, New Jersey, pp 348–355

5. Liao SSC, Whitman RV (1986) Catalogue of liquefaction and non-liquefaction occurrences during earthquakes. Research Report, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA

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