Soil–pile–structure interaction simulations in liquefiable soils via dynamic macroelements: Formulation and validation

Author:

Varun ,Assimaki Dominic,Shafieezadeh Abdollah

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference29 articles.

1. Seismic soil–structure interaction: beneficial or detrimental?;Mylonakis;Journal of Earthquake Engineering,2000

2. Matlock H. Correlations for design of laterally loaded piles in soft clay. In: The second annual offshore technology conference; 1970. p. 577–94.

3. Reese L, Cox W, Koop F. Analysis of laterally loaded piles in sand. In: The third offshore technology conference; 1974. p. 473–84.

4. A.P. Institute. Recommended practice for planning, designing and constructing fixed offshore platforms. Technical Report, API Recommended Practice 2A, Washington, DC; 1993.

5. J.R. Association. Specifications for highway bridges. Technical Report, Part V, Seismic Design, Japan; 1996.

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