Optimizing piled raft foundation performance for reduced settlement: A numerical investigation

Piled raft foundations offer an advantage of reduced settlement when the raft itself possesses adequate bearing capacity. This paper explores optimal pile arrangements to minimize settlement in uniformly loaded piled rafts. A three-dimensional finite element model was developed using ABAQUS/CAE 2022...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Al-Molayousif, Ammar F., Salman, Nassr
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Differential settlement Elastoplasticity Finite element method Foundation settlement Mathematical models Optimization Pile bearing capacities Pile foundations Pile groups Raft foundations Rafts Soil investigations
Online-Zugang:	Volltext
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