Regarding the inadequacy of quantitative measurements of geotechnical aspects for
assessing the behavior of the piled raft with different head connections during seismic …

Piled-raft foundations are mostly being used to support structures as they considerably
improve the overall performance under seismic conditions. The present paper investigates …

Traditional design concept of pile group is still adopted predominantly for the foundations of
several buildings in Japan, one of highly seismic areas in the world, even though they are …

Study on the seismic behavior of piled rafts and pile groups while the same amount of
construction material and excavation is used in their construction, are the main objective of …

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 …

A series of centrifuge tests were performed on a 4× 3 pile–raft system embedded in soft
kaolin clay to investigate the pile bending moment and raft acceleration response under …

This paper presents a study on three-dimensional seismic soil–structure interaction analysis
of a piled-raft (PR) foundation in clay by the substructure approach. Two different pile …

During seismic ground shaking, the motion of a soil–pile system is different from that of the
free field due to seismic soil–structure interaction (SSI). Kinematic soil–pile interaction is …

Abstract In Japan and Turkey, predominantly traditional design concept of pile group is still
adopted even though most pile foundations are piled raft foundations in reality. This situation …

Until recently, the behavior of connected piled raft foundation was not fully understood in the
seismically active region due to the complex dynamic soil–pile–foundation structure …