A Comprehensive Review on the Dynamic Behaviour of Connected and Nonconnected Pile-Raft Foundations

被引：0
|
作者：
Tankara, Satheeshkumar [1 ]
Biswas, Sanjit [1 ]
Halder, Prasun [2 ]
Roy, Sourabh [3 ]
机构：
[1] Natl Inst Technol Warangal, Dept Civil Engn, Warangal, India
[2] Indian Inst Technol Jammu, Dept Civil Engn, Jammu, India
[3] Natl Inst Technol Warangal, Dept Phys, Warangal, India
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2025年 / 29卷 / 04期
关键词：
Settlement; combined pile raft foundation; disconnected pile raft system; soil structure interaction; seismic load; vertical vibration; SOIL-STRUCTURE INTERACTION; SEISMIC RESPONSE; BENDING MOMENT; CENTRIFUGE; PERFORMANCE; DESIGN; VIBRATION; SYSTEM; TESTS;
D O I：
10.1080/13632469.2024.2446507
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
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.
引用
收藏
页码：865 / 900
页数：36
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