Abstract
The project of Harris skyline tower in Surabaya was designed as a hotel and office tower concept. The total area of this project is 38.821 m2 with 29 floors and 2nd levels of basement. The substructure design is necessary to 7.5 m depth of basement construction. Furthermore, Surabaya has a high level of groundwater table which affects the risk of the project with the depth excavation. This condition encourages the retaining wall construction design to prevent the structure from collapse and failure in overall stability. The cost for basement projects included in the cost of the superstructure, thus it became essential to reduce this cost by investigating pile varieties and settling on the most cost-effective material type. This study aims to know the suitable design of the retaining wall in Harris Skyline tower. The material structure was considered in optimum result (safety factory and deformation) and best cost value. Substructure calculation of this research was conducted in 3 alternatives; sheet pile, steel pipe pile, and bored pile with the high level of groundwater table design. The deformation analysis was carried out in Plaxis simulation modeling. The result of this paper is a 21.5 m length calculation of a retaining wall with a 14 m embedded structure. The final displacement is 3,7 cm as SF = 2.66. The appropriate alternative design is a bored pile with an analysis of material price Rp 11.369.860.000.
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Fitri, S.N., Soimun, A. (2023). Assessment of Retaining Wall Design in Harris Skyline Tower’s Basement, Surabaya. In: Kristiawan, S.A., Gan, B.S., Shahin, M., Sharma, A. (eds) Proceedings of the 5th International Conference on Rehabilitation and Maintenance in Civil Engineering. ICRMCE 2021. Lecture Notes in Civil Engineering, vol 225. Springer, Singapore. https://doi.org/10.1007/978-981-16-9348-9_7
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