Bearing Capacity Evaluation of Deep Foundations in Liquefiable Soils Using Piezocone Test Data

Author:

Maleki Mohammad,Eslami AbolfazlORCID,Nabizadeh Ali,Bahmanpour Amin

Publisher

Springer Science and Business Media LLC

Reference48 articles.

1. Aoki N, Velloso DA (1975) An approximate method to estimate the bearing capacity of piles. In: Proceedings of 5th Pan-American Conference of Soil Mechanics and Foundation Engineering, Buenos Aires, pp. 367-376

2. Axelsson G (1998) Long-term increase in shaft capacity of driven piles in sand. In: Fourth International Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri, USA

3. Begemann HKSP (1969) The Dutch static penetration test with the adhesion jacket cone. Delft Soil Mech Delft Hydral Lab 13(1):1

4. Berrill JB, Christensen SA, Keenan RP, Okada§ W, Pettinga JR (2001) Case study of lateral spreading forces on a piled foundation. https://doi.org/10.1680/geot.2001.51.6.501

5. Bustamante M, Gianeselli L (1982) Pile bearing capacity predictions by means of static penetrometer CPT. In: Proceedings of 2nd European Symposium on Penetration Testing (ESOPT-II), Amsterdam, pp 493–500

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