Amalu, P.A.Jayalekshmi, B.R.2026-02-062022Lecture Notes in Civil Engineering, 2022, Vol.187, , p. 307-31623662557https://doi.org/10.1007/978-981-16-5669-9_26https://idr.nitk.ac.in/handle/123456789/30047Piled raft foundations are a combined system of deep foundation and shallow foundation. In this type of foundation systems, the pile footings are provided beneath a raft or mat footing. Thus, the piled raft foundations can be constructed either by providing raft foundation connected to the pile footings or by providing a cushion layer between raft and pile footings. The first type of piled raft foundation is generally termed as connected piled raft foundations, and the latter piled raft foundations. Piled raft foundations is termed as disconnected can be subjected to different types of loadings, like vertical and inclined loading depending on the type of superstructure, lateral loading induced by earth pressure as well as seismic loads and moments induced by the eccentricity in loadings. Numerous studies have been conducted on the behavior of piled raft foundations under independent and combined effects of these loadings. This article aims to summarize these literature works to review the behavior of piled raft foundations under static and dynamic loadings acting in different directions. © 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.Dynamic loadingPiled raft foundationsStatic loading