Application of a continuum numerical model for pile driving analysis and comparison with a real case

Author:

Feizee Masouleh Shahram,Fakharian Kazem

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Randolph MF. Science and Empiricism in Pile Foundation Design. 43rd Rankine Lecture. Geotechnique 2003;54(1).

2. Salgado R, Abou Jaoude G. Assessment of axially-loaded pile dynamic design methods and review of INDOT axially-loaded pile design procedure. Proposal for Research and Implementation Study, Purdu University, USA; 2003.

3. Pile-driving analysis by the wave equation;Smith;J Soil Mech Found Div,1960

4. Wave equation analysis of piling behavior;Coyle,1977

5. Fakharian K, Feizee S. Application of wave equation analysis (WEAP) for design of driven piles. In: Proceedings of 4th Int Conf on Coasts, Ports & Marine Structures (ICOPMAS 2000), Bandar Abbas, Iran; November 2000.

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