Basement Construction Success Prevents Cracked Heritage Building
Basement Construction Success Prevents Cracked Heritage Buildings |
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| © 2023 by IJETT Journal | ||
| Volume-71 Issue-10 |
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| Year of Publication : 2023 | ||
| Author : Nusa Setiani Triastuti |
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| DOI : 10.14445/22315381/IJETT-V71I10P225 | ||
How to Cite?
Nusa Setiani Triastuti, "Basement Construction Success Prevents Cracked Heritage Buildings," International Journal of Engineering Trends and Technology, vol. 71, no. 10, pp. 288-295, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I10P225
Abstract
This research could be used as a reference for the young engineer for projects in the city center around the world with dense old, heritage buildings around it. The building had 27 floors, 3 basement floors with -1.0 m of groundwater, and a 5 m distance from three heritage buildings. My research was a continuous observation to determine the condition of groundwater during dewatering. The groundwater was recharged until early the groundwater level and monitored during dewatering with simple, practical groundwater maintenance and protection of the environment was carried out by isolation method with basement diaphragm walls. Gap research: 3 basement floor construction methods with maintained groundwater stability were successful even though they were close to a heritage building environment with a shallow foundation, -1.0 m groundwater, narrow land, and risk of collapse. Objective: proper construction methods protected heritage and old buildings with zero accidents and no cracks. Novelty: lowered groundwater from -1.0 m to -15m on 3 basement floors without any cracks at the Cultural Heritage building, which had a shallow foundation. The researcher anticipated five potential problems so there were no cracks and zero accidents. The conclusion of heritage buildings’ success with simple methods did not occur deformation, cracks and zero accidents.
Keywords
Dewatering, Recharge, Stability, Environment isolation, Detection of cracked.
References
[1] Panatchai Chetchotisak, “Estimation of the Natural Periods of Shear Wall-Frame Structures,” Engineering and Applied Science Research, vol. 36, no. 1, pp. 1-8, 2009.
[Google Scholar] [Publisher Link]
[2] Y.C. Tan, and C.M. Chow, “Design of Retaining Wall and Support Systems for Deep Basement Construction – A Malaysian Experience,” Proceeding of the Third Asian Young Geotechnical Engineers Conference, Singapore, pp. 121-129, 1997.
[Google Scholar] [Publisher Link]
[3] S.S. Gue, and Y.C. Tan, “Design and Construction Considerations for Deep Excavation,” Special Lecture, IEM Northern Branch (Penang), 1998.
[Google Scholar] [Publisher Link]
[4] Ahmed W.A. Hammad et al., “Building Information Modeling-Based Framework to Contrast, Conventional and Modular Construction Methods through Selected Sustainability Factors,” Journal of Cleaner Production, vol. 228, pp. 1264-1281, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Christian Harsanto, Fabian J. Manoppo, and J.E.R. Sumampouw, “Analysis of Bored Pile Support on Soilarno Bridge Pylon Structure with Plaxis 3D,” Jurnal Ilmiah Media Engineering, vol. 5, no. 2, pp. 345-350, 2015.
[Google Scholar] [Publisher Link]
[6] B. Hertlein et al., “A Comparison of Quality Management for Bored Pile/Drilled Shaft (BP/DS) Foundation Construction and the Implementation of Recent Technologies,” DFI Journal - The Journal of the Deep Foundations Institute, pp. 87-94, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[7] Muhammad Shofi Hidayatullah, Kuncaraningrat Edi Yoga, and Dicky Muslim, “Handling the Decline of Ground Water Using Artificial Recharge Areas,” Proceeding of the 3rd International Conference on Construction and Building Engineering, vol. 1903, no. 1, pp. 1-8, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Noppadon Jokkaw, and Tanit Tongthong, “Measurement of the Importance of Knowledge Areas and Competency Levels of Construction Project Managers in the Lao PDR,” Engineering and Applied Science Research, vol. 44, no. 1, pp. 20-26, 2017.
[Google Scholar] [Publisher Link]
[9] Florence Yean Yng Ling et al., “A Case Study of the Management of Innovation Implementation within a Construction Project Organization,” International Journal of Construction Management, vol. 3, no. 2, pp. 79-91, 2003.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Sui Pheng Low, and Gin Keng Ang, “Integrating Jit and 5-S Concepts for Construction Site Management: A Case Study,” International Journal of Construction Management, vol. 3, no. 1, pp. 31-47, 2014.
[CrossRef] [Google Scholar] [Publisher Link]
[11] A. Rathod Maulik et al., “Problem and Remedies for Basement Construction,” International Journal of Engineering Research and Technology, vol. 3, no. 4, pp. 1425-1429, 2014.
[Google Scholar] [Publisher Link]
[12] S.R. Masakorala, “In Situ Cast Bored Piles Construction Practices in Sri Lanks-A Review,” Journal of Built Environment, Technology and Engineering, vol. 1, pp. 99-103, 2016.
[Google Scholar] [Publisher Link]
[13] Tanakorn Phoo-ngernkham, and Theerawat Sinsiri, “Workability and Compressive Strength of Geopolymer Mortar from Fly Ash Containing Diatomite,” Engineering and Applied Science Research, vol. 38, no. 1, pp. 11-26, 2011.
[Google Scholar] [Publisher Link]
[14] Regulation of the Minister of Public Works and People’s Housing of the Republic of Indonesia Number 19 the Year 2021 Concerning Technical Guidelines for the Implementation of Cultural Heritage Building be Conserved Article 6, (1) b, Article 6, (4) c, Jaringan Dokumentsdi Dan Informasi Hukum. [Online]. Available: https://jdih.pu.go.id/detail-dokumen/2880/1#div_cari_detail
[15] Charoenchai Ridtirud, Patcharapol Posi, and Prinya Chindaprasirt, “Development of High-Performance Concrete Containing High Calcium Fly Ash,” Special Issue (S3):The 6th KKU International Engineering Conference 2016, vol. 43, pp. 446-450, 2016.
[Google Scholar] [Publisher Link]
[16] T. Roim et al., “The Effect of Heat on Concrete Strength,” Engineering and Applied Science Research, vol. 22, no. 1, pp. 1-8, 1995.
[Publisher Link]
[17] Saif Uddin et al., “Rehabilitation of Ancient Structures,” SSRG International Journal of Civil Engineering, vol. 4, no. 4, pp. 35-38, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Chukiet Sodsri, “Construction and Verification of Hemi-Anechoic Room,” Engineering and Applied Science Research, vol. 40, no. 4, pp. 505-515, 2013.
[Google Scholar] [Publisher Link]
[19] Prashanth Turla et al., “Processing and Flexural Strength of Carbon Fiber and Glass Fiber Reinforced Epoxy - Matrix Hybrid Composite,” International Journal of Engineering Research and Technology, vol. 3, no. 4, pp. 394-398, 2014.
[Google Scholar] [Publisher Link]
[20] Weirui Xue, Yaowu Wang, and Qingpeng Man, “Research on Information Models for the Construction Schedule Management Based on the IFC Standard,” Journal of Industrial Engineering and Management, vol. 8, no. 3, pp. 615-635, 2015.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Keiki Yamamoto et al., “Top-Down Construction Using Precast Ultra High Strength Concrete Basement Columns and Quality Control of Actual Building Operations,” AIJ Journal of Technology and Design, vol. 15, no. 29, pp. 21-26, 2009.
[CrossRef] [Google Scholar] [Publisher Link]
[22] Dong-Jun Yeom et al., “Development of an Approximate Construction Duration Prediction Model during the Project Planning Phase for General Office Buildings,” Journal of Civil Engineering and Management, vol. 24, no. 3, pp. 238-253, 2018.
[CrossRef] [Google Scholar] [Publisher Link]