Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Comprehensive Review on the Dynamic Behaviour of Connected and Nonconnected Pile-Raft Foundations
In this state of art, efforts had been devoted to critically review the progressive research on connected and disconnected pile raft foundation (CPRF and DPRF) subjected to lateral and vertical dynamic loads embedded in different soils. DPRF was employed to bring down the large shear forces and bending moments generated at the pile head in CPRF. Design aspects of CPRF and DCPF were discussed such as load sharing mechanism, differential settlements, peak acceleration, period lengthening, bending moment etc. It was also explained the importance of considering soil structure interaction in design of both CPRF and DCPF subjected to dynamic loads.
A Comprehensive Review on the Dynamic Behaviour of Connected and Nonconnected Pile-Raft Foundations
In this state of art, efforts had been devoted to critically review the progressive research on connected and disconnected pile raft foundation (CPRF and DPRF) subjected to lateral and vertical dynamic loads embedded in different soils. DPRF was employed to bring down the large shear forces and bending moments generated at the pile head in CPRF. Design aspects of CPRF and DCPF were discussed such as load sharing mechanism, differential settlements, peak acceleration, period lengthening, bending moment etc. It was also explained the importance of considering soil structure interaction in design of both CPRF and DCPF subjected to dynamic loads.
A Comprehensive Review on the Dynamic Behaviour of Connected and Nonconnected Pile-Raft Foundations
Tankara, Satheeshkumar (Autor:in) / Biswas, Sanjit (Autor:in) / Halder, Prasun (Autor:in) / Roy, Sourabh (Autor:in)
Journal of Earthquake Engineering ; 29 ; 865-900
12.03.2025
36 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Review of behaviour of piled raft foundations
TIBKAT | 1988
|Review of Behaviour of Piled Raft Foundations
NTIS | 1979
|