STRATEGIES AND METHODS FOR REPAIRING CONCRETE STRUCTURE DAMAGE AT PLTU X
DOI:
https://doi.org/10.35814/7016ge69Keywords:
PLUT, Kerusakan struktur, Perbaikan beton, Root cause analysis, Ultrasonic pulse velocity (UPV), Ultrasonic pulse echo (UPE)Abstract
The use of large volumes of concrete often results in damage such as honeycombs and cracks, which can threaten the strength and durability of the structure. One method of repairing such damage is through demolition. However, demolishing concrete structures due to defects can be costly. Technology advancements have led to the development of repair methods that do not require dismantling the structure. This can be done with Root Cause Analysis (RCA) to identify the factors causing the damage, as well as Forensic Assessment using Ultrasonic Pulse Velocity (UPV) and Ultrasonic Pulse Echo (UPE) to assess the condition of the concrete. The analysis showed that there were several main factors that caused the damage, including the use of inappropriate vibrators and a lack of worker skills. This research demonstrates that not all damage requires total demolition; there are various repair methods that can extend the lifespan of the structure without incurring high costs. This research provides a step for construction management in aligning repair strategies to improve the durability and safety of concrete structures in power plants.
References
Allen, W. L., Anderson, R., Babcock, W. N., Barlow, P., & Bartholomew, J. J. (2001). 546R-1 Concrete Repair Guide.
Bofang, Z. (2014). 1 - Introduction, Thermal Stresses and Temperature Control of Mass Concrete (pp. 1–10). Butterworth-Heinemann. https://doi.org/https://doi.org/10.1016/B978-0-12-407723-2.00001-4
Coelho, A., & de Brito, J. (2011). Economic analysis of conventional versus selective demolition—A case study. Resources, Conservation and Recycling, 55(3), 382–392. https://doi.org/https://doi.org/10.1016/j.resconrec.2010.11.003
Ejuh, G. O., Elekima, A., & Newton, J. (n.d.). Critical Analysis of Honeycomb to Actualize Building Design Appearance. International Journal of Engineering and Modern Technology. https://doi.org/10.56201/ijemt
Jorge, L., & Kushartomo, W. (2024). ANALISIS BETON HONEYCOMB DI PROYEK GW10 Hipotesis. 7(1), 349–356.
Liu, T. C., & Millstein, L. (1993). ACI 364.1 R-94 Guide for Evaluation of Concrete Structures Prior to Rehabilitation.
Mathews, M. E., Kiran, T., Hasa Naidu, V. C., Jeyakumar, G., & Anand, N. (2021). Effect of high-temperature on the mechanical and durability behaviour of concrete. Materials Today: Proceedings, 42, 718–725. https://doi.org/https://doi.org/10.1016/j.matpr.2020.11.153
Naviasih, S. A., & Rochman, A. (2023). Identification Of Causes, And Prevention Of Defect Structure And Repair Methods In The Implementation Of High-Rise Building Concrete Construction (Case Study Of The Newton 2 Apartment Project) Under A Creative Commons Attribution-Noncommercial 4.0 International License (CC BY-NC 4.0). Jurnal Ekonomi, 12(03), 2023. http://ejournal.seaninstitute.or.id/index.php/Ekonomi
Pantini, S., & Rigamonti, L. (2020). Is selective demolition always a sustainable choice? Waste Management, 103, 169–176. https://doi.org/https://doi.org/10.1016/j.wasman.2019.12.033
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Jurnal Infrastruktur

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.










