The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.
Published in International Journal of Applied Science and Engineering (2022)

A SOIL-PILE RESPONSE UNDER COUPLED STATIC-DYNAMIC LOADINGS IN TERMS OF KINEMATIC INTERACTION

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.
Published in Civil and Environmental Engineering (2022)

Numerical Study of the Seismic Response of Closed-Ended Pipe Pile in Cohesionless Soils

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.; Alzabeebee S.; Keawsawasvong S.; Khalid N.
Published in Transportation Infrastructure Geotechnology (2024)

Design charts and equations of the frictional resistance of single pipe pile under static and seismic loads

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.; Alzabeebee S.; Keawsawasvong S.; Khalid N.
Published in International Journal of Computational Materials Science and Engineering (2024)

Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.; Alzabeebee S.; Al-Janabi M.A.Q.; Keawsawasvong S.
Published in Transportation Infrastructure Geotechnology (2024)

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

by Al-Jeznawi D.; Jais I.B.M.; Albusoda B.S.; Alzabeebee S.; Al-Janabi M.A.Q.; Keawsawasvong S.
Published in Transportation Infrastructure Geotechnology (2024)