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Experimental and Numerical Modeling of Connected and Disconnected Piled Raft
Piled raft foundations, wherein a small number of connected piles are utilized as settlement reducers, have been widely used for high-rise buildings....
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Behavior of Geosynthetics-Strengthened Saturated Cushion Layer in Disconnected Piled-Raft System Under Seismic Loading
The geosynthetic reinforcement has been widely used in earthen structures, such as in geosynthetic-reinforced pile-supported embankments and buried...
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Connected Versus Disconnected Piled Raft Systems: A Comparative Experimental Assessment
This article presents a comparative assessment of the behaviors of connected piled raft (CPR) and disconnected piled raft (DPR) systems on the basis...
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Straining Actions of Piles in Different Systems of Piled Raft Foundations for Tall Wind Turbines in Zafarana, Egypt
The concept of piled raft foundation became popular in practical applications as an economical solution to situations when the raft alone could not...
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Load transfer mechanism for connected and disconnected piled raft: a comparative study
This paper presents a comparative experimental study highlighting the differences in load transfer mechanism between the connected and disconnected...
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Effect of Geosynthetics-Reinforced Cushion on the Behavior of Partial Connected Piled Raft Foundation in Dry and Saturated Sandy Soil Using Shaking Table
A partially connected piled raft foundation technique is utilized to protect the system of the building-piled-raft foundation against horizontal and...
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Long-Term Response of Piled-Raft Foundations Subjected to Incremental Compressive Loads
In this manuscript, the long-term behaviour of piled-raft foundations (PRFs) due to the consolidation of clayey soils has been investigated by 3D...
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A Review on Behavior of Piled Raft Foundations Under Various Loads
Piled raft foundations are a combined system of deep foundation and shallow foundation. In this type of foundation systems, the pile footings are...
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Seismic Behaviour of RC Structure Under Disconnected Piled Raft System
Structures are widely considered to be designed on assuming fixed base condition which is usually limited to hard stratum. The recent evolution lead...
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Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils
If the rigidity and the bearing capacity of the soil under a superstructure are not efficient to bear loads of structures, a common remedy is to...
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Behaviour of Disconnected Piled Raft Foundation on Sandy Soil: An Experimental Study
Disconnected piled raft foundation (DPRF) is an efficient and economical foundation option in todays’ era where the piles are separated from the raft...
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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, i.e., unpiled raft, single piled raft, single...
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Load transfer of the disconnected pile
An analytical method for the load transfer mechanism of the disconnected piles has been developed in terms of continuum elasticity. To simulate the...
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Settlement of Wind Turbine Resting on Different Foundations Systems in Zafarana, Egypt
Wind turbines are a key part of meeting the ever-growing demand for electricity because they produce clean, renewable energy. When the tower rises...
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Centrifuge modeling of disconnected piled raft using vertical pushover tests
A disconnected piled raft (DPR) foundation has been introduced as an effective pile design to reduce the vertical loading experienced by the pile....
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Numerical Analysis of Piled Raft Foundations Designed for Settlement Control on Steel Grain Silos in Collapsible Soils
The present article assesses the potential use of piled raft foundations for settlement control in grain silos, by performing numerical analyses with...
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Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study
Undertaking new foundation pit excavation in a congested urban dwelling is characterized by the associated unfavourable outcomes in the surrounding...
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Influence of Combined Vertical and Lateral Loading on Lateral Response of Piled Raft Foundation
Due to the complexity involved in analysing the piled raft foundation under combined loading, the existing design practice for the piled raft assumes...
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An Analytical Model to Study the Behavior of Non-connected Piled Rafts with Granular Cushion Subjected to Vertical Load
Understanding the load transfer mechanism and the load settlement behavior of non-connected piled raft foundations with cushion is so complicated. In...
