1. Optimizing piled raft foundation performance for reduced settlement: A numerical investigation.
- Author
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Al-Molayousif, Ammar F. and Salman, Nassr
- Subjects
BUILDING foundations ,FINITE element method ,BRICKS ,SOILS - Abstract
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. The model incorporates 3D brick elements for the raft, piles, and soil continuum, with the soil behavior simulated as elastoplastic. The study investigated various cases involving different raft dimensions, shapes, and pile numbers. The results indicate that strategically arranged piles can achieve an average settlement reduction of up to 20% in piled rafts. In most cases, the optimal pile group area to raft area ratio ranged from 50% to 70%. Additionally, the results suggest that distributing piles within the central 5% to 14% of the raft area can significantly reduce differential settlement to near-zero values. In most cases, the optimal pile group area to raft area ratio ranged from 53% to 82%, which corresponds to the observed average settlement reduction of up to 20%. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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