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May 14, 2026Open Access

Interaction domains of piled raft foundations in cohesive soils under vertical-eccentric loads

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Authors

FPFrancesco PotiniGVGiulia MB ViggianiARAndrea Francesco Rotunno

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Overview

Randomized trial computes failure domains of piled rafts under vertical-eccentric loads, indicating design improvements.

Key Points

  • To improve the understanding of interaction mechanisms in piled rafts under vertical eccentric loads and propose analytical solutions.
  • Proposed analytical solutions based on limit analysis theorems.
  • Conducted an extensive numerical study on piled rafts in cohesive soils.
  • Analyzed the contribution of the raft to vertical and moment capacity.
  • The raft significantly contributed to system capacity under vertical loads and moments.
  • Ignoring the raft's contribution led to design inefficiencies.
  • Analytical solutions effectively captured variations in system capacity based on raft configurations.

Cite This Study

Potini et al. (2026) studied this question.

synapsesocial.com/papers/6a0567fda550a87e60a203b8https://doi.org/10.17863/cam.129836
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Interaction domains of piled raft foundations in cohesive soils under vertical-eccentric loads2026 · 2 citations
  2. 2Numerical study and theoretical interpretation of the role of rafts in piled foundations on cohesive soils2024
  3. 3Understanding the Dynamic Behavior of Piled Raft Foundation through Previous Studies2024
  4. 4Analysis of the Load-Sharing Behavior of Disconnected Piled Raft Foundation Using Non-Linear Soil-Structure Interaction2024
  5. 5Performance of unequal piled raft under vertical loading in cohesionless medium2024 · 3 citations