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October 1, 2025Jurnal PenSilOpen Access

Analysis of the Effect of Cross-Sectional on the Bearing Capacity and Settlement of Pile Foundation for the Scada Building

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Authors

RJRaihanah Naura JinanRMRena MisliniyatiKAKhairul Amri

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Overview

Analysis measures bearing capacity and settlement in pile foundations, indicating efficient design choices.

Key Points

  • Bearing capacity showed efficiency when comparing static and numerical methods, with a BCR near 1.
  • The 500 mm foundation using the Reese and Wright method at 9 m depth achieved 312.04 tonnes capacity.
  • Variations in dimensions and shapes impacted foundation settlement, with square and circular shapes analyzed.
  • Results confirmed all tested foundations had settlements below the 10% limit for construction safety.

Cite This Study

Jinan et al. (2025) studied this question.

synapsesocial.com/papers/68dd9537fe798ba2fc49967ehttps://doi.org/10.21009/jpensil.v14i3.59178
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