Technical Papers
Jul 20, 2022

Response of Batter-Piled Raft Foundations with Different Superstructures during Seismic Events: Outcomes from Shaking Table Tests

Publication: International Journal of Geomechanics
Volume 22, Issue 10

Abstract

The performance of batter-piled raft systems during seismic events continues to be a major concern. In response, a series of shaking table tests, including vertical and nonvertical configurations, were conducted, and the effects of superstructure frequency and pile angle on the seismic performance of the models were examined under a wide range of accelerations (0.2–0.7 g). Smaller bending moments, horizontal displacements, and rotations were captured for the nonvertical models, so the application of batter piles is reliable under seismic conditions. The maximum bending moment in the vertical models was recorded to be 8 times greater than in the batter piles at the lowest level of ground motion. Thus, the performance of the system was more sensitive to the frequency of the superstructure for vertical piles.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 10October 2022

History

Received: Oct 3, 2021
Accepted: Apr 24, 2022
Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022

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Alireza Saeedi Azizkandi [email protected]
Associate Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran, Iran (corresponding author). Email: [email protected]
Milad Aghamolaei [email protected]
Ph.D. Candidate, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran, Iran. Email: [email protected]
Graduated Student, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran, Iran. ORCID: https://orcid.org/0000-0001-9082-8677. Email: [email protected]

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  • Analysis and effect of piles on raft foundation for High-Rise framed structure under seismic loading, Materials Today: Proceedings, 10.1016/j.matpr.2022.11.411, (2022).

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