Assessment of soil liquefaction potential based on numerical method- a case study of an urban railway project

Author:

Choobbasti A. Janalizadeh,Vahdatirad Mohammad Javad,Torabi M.,Firouzian S.,Barari A.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference27 articles.

1. Ambraseys, NN (1988) Engineering seismology, earthquake engineering and structural dynamics, Vol. 17, pp. 1–105

2. Braja MD (1993) Principles of soil dynamic. PWS-KENT Publishing Company, Southern Lllinois University at Carbondale

3. Christian JT, Roesset JM, Desai CS (1977) Two and three-dimensional dynamic analyses. In: Desai CS, Christian JT (eds) Chapter 20 in numerical methods in geotechnical engineering. McGraw Hill Book Company, New York, pp 683–718

4. Dealba P, Chan CK, Seed HB (1975) Determination of soil liquefaction characteristics by large-scale laboratory tests, Report EERC 75–14. University of California, Berkeley, Earthquake Engineering Research Center

5. Dobry R, Ladd RS, Yokel FY, Chung RM, Powell D (1982) Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method. National Bureau of Standards Science Series 138, Gaithersburg, p 150

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