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September 18, 2025Rekayasa SipilOpen Access

The Effect of Cross-Sectional Shape of Pile Foundation on the Bearing Capacity and Settlement for the Kobema Bengkulu SPAM Filter Building

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Authors

AIAthiyyah Meisu IbtisamahRMRena MisliniyatiMKMohd Khairul Amri Kamarudin

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Overview

Analysis reveals bearing capacity and settlement variations for filter buildings, indicating cross-sectional shape impacts.

Key Points

  • The study finds that changes in pile cross-section significantly affect bearing capacity and settlement.
  • Square-section foundations yielded a bearing capacity of 312.04 tons at 9 m depth, improving foundation stability.
  • Settlement measurements showed values below the permissible limit of 10% of the foundation dimensions, enhancing design safety.
  • Utilizing the Reese and Wright method improved efficiency, producing a Bearing Capacity Ratio close to 1, indicating safe design.

Cite This Study

Ibtisamah et al. (2025) studied this question.

synapsesocial.com/papers/68d462db31b076d99fa629bbhttps://doi.org/10.21776/ub.rekayasasipil.2025.019.03.13
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Also Consider

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

  1. 1ANALYSIS OF THE EFFECT OF CROSS-SECTIONAL ON THE BEARING CAPACITY AND SETTLEMENT OF PILE FOUNDATION FOR THE SCADA BUILDING2025
  2. 2Comparative Analysis of the Support Capacity and Settlement of Bored Pile Foundations Using Manual Methods and Allpile Software: Case Study2025
  3. 3Analysis Of Bearing Capacity Of Pile Foundations Using Analytical Method And Finite Element Method2024 · 2 citations
  4. 4Bored Pile Foundation Analysis Using the Meyerhof Method2024
  5. 5Bearing Capacity and Settlement of Bored Pile Foundation Based On Spt Test Data Aand CPT Test2024