Pipe pile setup: Database and prediction model using artificial neural network

Author:

Tarawneh Bashar

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. General regression neural networks for driven piles in cohesionless soils;Abu-Kiefa;Journal of Geotechnical and Geoenvironmental Engineering – ASCE,1998

2. Antorena, J.M., McDaniel T.G., 1995. Dynamic pile testing in soils exhibiting set-up. In: Deep Foundations Institute 20th Annual Members Conference and Meeting. Charleston, South Carolina, pp. 17–27.

3. Axelsson, G. 1998. Long-term increase in shaft capacity of driven piles in sand. In: The 4th International Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri, pp. 301–308.

4. Neural network: an alternative to pile driving formulas;Chan;Journal of Computer and Geotechnics,1995

5. Effects of time on capacity of pipe piles in dense marine sand;Chow;Journal of Geotechnical and Geoenvironmental Engineering – ASCE,1998

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