State-of-the-art review on responses of combined piled raft foundation subjected to seismic loads using static and dynamic approaches
Rapid urbanization and the unavailability of suitable ground conditions escalated the
demand for high-rise superstructures over the years. Challenges persuaded geotechnical …
demand for high-rise superstructures over the years. Challenges persuaded geotechnical …
Pile groups under axial loading: an appraisal of simplified non-linear prediction models
The settlement behaviour of vertically loaded pile groups has been the subject of an
extensive body of research over the past two decades. In particular, this work has identified …
extensive body of research over the past two decades. In particular, this work has identified …
Efficiency of open and infill trenches in mitigating ground-borne vibrations
T Bose, D Choudhury, J Sprengel… - Journal of Geotechnical …, 2018 - ascelibrary.org
In the present-day context, man-made sources of ground-borne vibration are rising at a very
rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail …
rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail …
Development of new prediction model for capacity of combined pile-raft foundations
A Kumar, D Choudhury - Computers and Geotechnics, 2018 - Elsevier
The complex soil-structure interaction factors to estimate load bearing capacity of a
combined pile-raft foundation (CPRF) is scarce. A new prediction method is proposed to …
combined pile-raft foundation (CPRF) is scarce. A new prediction method is proposed to …
Large scale model testing to investigate the influence of granular cushion layer on the performance of disconnected piled raft system
This paper presents the results of 1 g model tests performed on instrumented model
foundations, ie, unpiled raft, single piled raft, single disconnected piled raft (DPR) and 3× 3 …
foundations, ie, unpiled raft, single piled raft, single disconnected piled raft (DPR) and 3× 3 …
Effect of Infiltration on Single-Pile and Monopile–Raft Foundation Embedded in Unsaturated Sand
The present study discusses the effect of hydraulic loading in terms of water infiltration
caused by rainfall on load-mobilization mechanism of single-pile (SP) and monopile–raft …
caused by rainfall on load-mobilization mechanism of single-pile (SP) and monopile–raft …
Experimental validation of a simplified numerical model to predict train-induced ground vibrations
This study evaluates the effect of high-speed train (HST)-induced environmental vibrations
using simplified computational models and validates the test results in full-scale field …
using simplified computational models and validates the test results in full-scale field …
Natural frequencies of piled raft foundation including superstructure effect
Dynamic characteristics of piled raft foundation system plays an important role in the safety
of high-rise buildings subjected to seismic loadings though the analytical study considering …
of high-rise buildings subjected to seismic loadings though the analytical study considering …
Three-dimensional soil–foundation–superstructure interaction analysis of nuclear building supported by combined piled–raft system
G Patil, D Choudhury, A Mondal - International Journal of …, 2021 - ascelibrary.org
Recently, few nuclear facilities have been proposed on soil sites worldwide. Controlling the
overall and differential settlement is a difficult task for a nuclear structure that rests on a soil …
overall and differential settlement is a difficult task for a nuclear structure that rests on a soil …
Pseudostatic approach to analyze combined pile–raft foundation
A new simplified approach based on the pseudostatic method of analysis is proposed to
investigate the response of a combined pile–raft foundation (CPRF) and a group pile …
investigate the response of a combined pile–raft foundation (CPRF) and a group pile …