<abstract xmlns="http://www.w3.org/1999/xhtml"><p> In the last decade piled raft foundations have been widely used around the world as intermediate foundation systems between piles and rafts to control the settlement of foundations. However, when those piles are structurally connected to rafts, relatively high axial stresses develop in relatively small numbers of piles, which are often designed to fully mobilize their geotechnical capacities. To avoid a concentration of stress at the head of piles in a traditional piled raft foundation, the raft is disconnected from the piles, and a cushion is introduced between them. Also, to tackle an unfavourable soil profile for a piled raft foundation, the conventional piled raft has been modified into a cushioned composite piled raft foundation, where piles of different materials are used. In the current study the behavior of cushioned foundation components, which transfer the load from the structure to the subsoil, are analyzed in detail, i.e., the thickness of the raft, the length of a long pile and the modulus of a flexible pile.</p></abstract>

In the last decade piled raft foundations have been widely used around the world as intermediate foundation systems between piles and rafts to control the settlement of foundations. However, when those piles are structurally connected to rafts, relatively high axial stresses develop in relatively small numbers of piles, which are often designed to fully mobilize their geotechnical capacities. To avoid a concentration of stress at the head of piles in a traditional piled raft foundation, the raft is disconnected from the piles, and a cushion is introduced between them. Also, to tackle an unfavourable soil profile for a piled raft foundation, the conventional piled raft has been modified into a cushioned composite piled raft foundation, where piles of different materials are used. In the current study the behavior of cushioned foundation components, which transfer the load from the structure to the subsoil, are analyzed in detail, i.e., the thickness of the raft, the length of a long pile and the modulus of a flexible pile.

Behaviour of Load-Bearing Components of a Cushioned Composite Piled Raft Foundation Under Axial Loading

Applied Mechanics Department, Sardar Vallabhbhai National Institute of Technology, Gaurav Path, Ichchhanath, Surat, Gujarat 395007, India

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

In the last decade piled raft foundations have been widely used around the world as intermediate foundation systems between piles and rafts to control the...

Behaviour of Load-Bearing Components of a Cushioned Composite Piled Raft Foundation Under Axial Loading

Data publikacji: 06 lut 2015

Zakres stron: 25 - 34

DOI: https://doi.org/10.2478/sjce-2014-0020

Słowa kluczowe
Cushion, composite piled raft foundation, concentration of stress

© Faculty of Civil Engineering, Slovak University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Behaviour of Load-Bearing Components of a Cushioned Composite Piled Raft Foundation Under Axial Loading

Data publikacji: 06 lut 2015

Zakres stron: 25 - 34

DOI: https://doi.org/10.2478/sjce-2014-0020

Słowa kluczoweCushion, composite piled raft foundation, concentration of stress

© Faculty of Civil Engineering, Slovak University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
Cushion, composite piled raft foundation, concentration of stress