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Bernolpus Tingge
Institut Teknologi Indonesia
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Comparative Analysis of Static Axial Compressive Load Test (Reaction Test) with Kentledge Pile in the Construction of TLT Tower 1 Supporting Facility Building Bernolpus Tingge; Deri Febriansyah; Dony Setyadi Laksono; KMS. M. Rama Perwira; Rud Nokeo Alkindi
Journal of Social Research Vol. 4 No. 8 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2676

Abstract

The foundation plays a crucial role in building structures by transferring loads from the superstructure to the stable soil layer beneath. Ensuring the adequacy of the foundation's load-bearing capacity is critical, and Static Axial Compressive Load Testing on foundation piles is essential to verify whether the piles can support the intended design loads. This study compares two commonly used static load test methods: the reaction pile test and the kentledge test, within the context of the TLT Tower 1 Supporting Facility Building Construction Project. The research aims to evaluate these methods based on implementation efficiency, result accuracy, cost-effectiveness, and worksite safety. A comparative analysis approach was employed, utilizing both test methods on the project site to assess their performance under field conditions. The results demonstrate that both methods possess distinct advantages and limitations. The reaction pile test method offers higher accuracy and operational efficiency under certain conditions, particularly in constrained site environments. Conversely, the kentledge test method is generally more cost-effective but may present limitations in terms of load precision and logistical complexity. These findings suggest that the selection of an appropriate static load testing method should be based on specific site conditions, testing objectives, and budgetary considerations. The study recommends a project-specific approach to foundation pile testing, aligning method selection with the unique requirements of the construction project.
Instalasi Pembangkit Listrik Tenaga Surya (PLTS) Terpusat 12 kWp di Kampung Ugo Distrik Kombay Papua Selatan Bernolpus Tingge
Jurnal Impresi Indonesia Vol. 5 No. 4 (2026): Jurnal Impresi Indonesia
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jii.v5i4.7621

Abstract

Ketersediaan energi listrik merupakan faktor penting dalam meningkatkan kualitas hidup masyarakat di wilayah terpencil seperti Kampung Ugo, Distrik Kombay, Papua Selatan, yang belum terjangkau jaringan listrik nasional. Instalasi PLTS Terpusat 12 kWp dilaksanakan sebagai solusi energi terbarukan sekaligus kegiatan praktik keinsinyuran. Penelitian ini bertujuan mengimplementasikan kompetensi keinsinyuran dalam perencanaan, instalasi, dan evaluasi sistem PLTS terpusat serta menilai kinerja dan manfaatnya bagi masyarakat. Metode yang digunakan meliputi observasi lapangan, keterlibatan langsung dalam instalasi, studi dokumen proyek, serta evaluasi kinerja sistem. Analisis kinerja proyek dilakukan menggunakan Earned Value Method (EVM). Seluruh tahapan pekerjaan, mulai dari perencanaan teknis, pekerjaan sipil, instalasi mekanikal dan elektrikal, hingga pengujian dan commissioning, telah dilaksanakan sesuai spesifikasi teknis dan standar yang berlaku. Keterlambatan minor akibat cuaca dan logistik masih dalam batas toleransi. Sistem PLTS 12 kWp beroperasi dengan baik dan mampu memenuhi kebutuhan listrik masyarakat. Implementasi rekayasa yang tepat melalui instalasi PLTS terpusat mampu mendukung elektrifikasi pedesaan dan meningkatkan kemandirian energi di wilayah terpencil.
Co-Authors Deri Febriansyah Dony Setyadi Laksono KMS. M. Rama Perwira Rud Nokeo Alkindi