Numerical Analysis of Pile–Soil Interaction under Axial and Lateral Loads

Author:

Khodair Yasser,Abdel-Mohti Ahmed

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference28 articles.

1. Abdel-Mohti, A., & Pekcan, G. (2013a). Effect of skew on the seismic vulnerability of RC box girder highway bridges. International Journal of Stability and Sturctural Dynamics, 13(6).

2. Abdel-Mohti, A., & Pekcan, G. (2013b). Assessment of seismic performance of skew reinforced concrete box girder bridges. International Journal of Advanced Structural Engineering, 5(1).

3. Arsoy, S., Barker, R. M., & Duncan, J. M. (1999). “The behavior of integral abutment bridges.” VTRC 00-CR3. Virginia Transportation Research Council, Charlottesville, VA.

4. Bijnagte, J. L., Van Den Berg P., Zorn, N. F., & Dieterman, H. A. (1991). “Laterally loaded single piles in soft soil-theory and reality.” HERON, 36 (1), Jointly edited by STEVIN Laboratory of the Faculty of Civil Engineering, Delft University of Technology, Delft, and TNO Building and Construction Research, Rijswijk, Netherlands, pp 78.

5. Broms, B. B. (1964). Lateral resistance of piles in cohesionless soils. Journal of Soil Mechanics and Foundation Division ASCE,90(3), 136–156.

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