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. The characterization of DPRs has focused on the load transfer mechanism, foundation and soil settlement, bearing capacity, load distribution, and bending...

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Veröffentlicht in:	Acta geotechnica 2020-09, Vol.15 (9), p.2637-2648
Hauptverfasser:	Park, Heon-Joon, Ko, Kil-Wan, Song, Young-Hun, Song, Myung-Jun, Jin, Seokwoo, Ha, Jeong-Gon, Kim, Dong-Soo
Format:	Artikel
Sprache:	eng
Schlagworte:	Axial loads Axial stress Bearing capacity Behavior Bending moments Centrifuge model Centrifuges Civil engineering Complex Fluids and Microfluidics Computer simulation Deformation Distribution Engineering Foundation settlement Foundations Friction Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Load distribution Load distribution (forces) Load transfer Mechanical properties Model testing Numerical analysis Piles Raft foundations Research Paper Seismic engineering Shallow foundations Soft and Granular Matter Soil Soil bearing capacity Soil Science & Conservation Soil settlement Solid Mechanics Stress concentration Vertical loads
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