Investigation of the Scale Effect on the Static and Seismic Response of an Opened Ended Pipe Pile-Reference-Cited by-同舟云学术

Investigation of the Scale Effect on the Static and Seismic Response of an Opened Ended Pipe Pile

Published:2023-09-25 Issue: Volume: Page:
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Al-Jeznawi Duaa^ORCID,Jais I. B. Mohamed^ORCID,Albusoda Bushra S.^ORCID,Alzabeebee Saif^ORCID,Al-Janabi Musab Aied Qissab^ORCID,Keawsawasvong Suraparb^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40515-023-00330-1.pdf

Reference50 articles.

1. Abdoun, T., Dobry, R.: Evaluation of pile foundation response to lateral spreading. Soil Dyn. Earthquake Eng. 22(9–12), 1051–1058 (2002). https://doi.org/10.1016/S0267-7261(02)00130-6

2. Albusoda, B.S., Almashhadany, O.Y.: Effect of allowable vertical load and length/diameter ratio (L/D) on behavior of pile group subjected to torsion. J. Eng. 20(12), 13–31 (2014)

3. Al-Jeznawi, D., Jais, I.B.M.: Albusoda BS, and Khalid N (2022) Numerical modeling of single closed and open-ended pipe pile embedded in dry soil layers under coupled static and dynamic loadings. J Mech. Behav. Mater. 31(1), 587–594 (2022). https://doi.org/10.1515/jmbm-2022-0055

4. Al-Jeznawi, D., Jais, I.B.M., Albusoda, B.S., Alzabeebee, S., Al-Janabi, M.A.Q., Keawsawasvong, S.: Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads. Transp. Infrastruct. Geotechnol. (2023a). https://doi.org/10.1007/s40515-023-00318-x

5. Al-Jeznawi, D., Jais, I.B.M., Albusoda, B.S., Khalid, N.: Numerical Assessment of Pipe Pile Response under Seismic Excitation. Al-Nahrain J. Eng. Sci. 26(2), 96–101 (2023b). https://doi.org/10.29194/NJES.26020096