Investigating the seismic isolation effect of the cushioned pile raft foundation in soft clay through dynamic centrifuge tests. Issue 142 (March 2021)

• Record Type: Journal Article
• Authors: Liang, Fayun; Li, Tongda; Qian, Yu; Wang, Chen; Jia, Yajie
• Is Part Of: Soil dynamics and earthquake engineering. Issue 142(2021)
• Publication Date: 2021-03
• Subjects: Centrifuge test -- Cushioned pile raft foundation system -- Connected pile raft foundation system -- Seismic load -- Ground motion -- Soil-structure interaction; Soil dynamics -- Periodicals; Earthquake engineering -- Periodicals; Sols -- Dynamique -- Périodiques; Génie parasismique -- Périodiques; 624.176205
• DOI: 10.1016/j.soildyn.2020.106554
• Languages: English
• ISSNs: 0267-7261

Abstract

Abstract: Cushioned pile-raft foundation (Cushioned-PR) is a new type of foundation for sea-crossing bridges in deep water (more than 50 m in depth). Cushioned-PR is able to tolerate a certain amount of slide that occurs between the raft and the piles under strong earthquakes. This characteristic could reduce the seismic motion transmitted to the superstructure to maintain the integrity of the bridge. Thus, Cushioned-PR has become popular for bridges under the threat of strong earthquakes. However, the dynamic responses of the Cushioned-PR under various earthquake intensities in soft clay have not been thoroughly understood. It is essential to better evaluate the isolation effect of Cushioned-PR to improve the design. In this study, the non-linear behavior of Cushioned-PR and the isolation effect of its interposed layer are evaluated using centrifuge tests. A series of dynamic centrifuge tests are performed with a 3 × 3 pile group foundation embedded in soft clay under different earthquake motions. Both the cushioned pile raft foundation system (Cushioned-PR) and the connected pile raft foundation system (Connected-PR) are tested in the centrifuge tests. Acceleration and residual displacement of the super-structure, and bending moment of columns and piles, are monitored during the experiments. The results show that the interposed layer in Cushioned-PR has a significant impact on the bending moment and residual displacement of the pile-raft system. Based on the observation from this study, the maximum bending moment of the column in the Cushioned-PR is around 28%–54% of the values from the Connected-PR. On the other side, the maximum horizontal displacement of Cushioned-PR is about 2–10 times larger than that of the Connected-PR. The results show that Cushioned-PR can effectively reduce the seismic excitation transmitted to the super-structure if the seismic intensity is high. However, the benefit of Cushioned-PR is marginal under low-intensity earthquakes. Highlights: Centrifuge tests were performed for the seismic isolation effect of Cushioned-PR on earthquake. The isolation effect of Cushioned-PR becomes significant with the increase in the magnitude of the earthquake load. The interposed layer has a significant impact on the propagation of inertial loading and interaction between soil and piles. The nonlinear performance and the isolation effect mechanism of Cushioned-PR are investigated.