DOI: https://doi.org/10.14710/teknik.v41i3.29936

Potensi Kawat Baja Sebagai Pengikat Tiang Dengan Pelat dalam Menahan Beban

The Potential Of Steel Wire As A Binder With Plates To Withstand Loads

*Deardo Samuel Saragih  -  Department of Civil Engineering, Simalungun University, Indonesia
Novdin Manoktong Sianturi  -  Department of Civil Engineering, Simalungun University, Indonesia
Virgo Erlando Purba  -  Department of Civil Engineering, Simalungun University, Indonesia
Dermina Roni Santika Damanik  -  Department of Civil Engineering, Simalungun University, Indonesia
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Abstract
Road and bridge construction needs to be supported by a strong system, both in terms of material and connections between structural elements. A pile reinforcement connection system with slab support construction on it needs to be considered to work together in carrying the load. Therefore, research is needed to determine how much effect the steel wire has as a binding pile with a plate in resisting uniform loads on it. This research was conducted by testing the model in a laboratory on a test medium that was reinforced with the pile with the slab system. Pile joints are distinguished bound perfectly and unbound. A reduction settlement analysis is performed on the difference in settlement for bound and unbound piles. The results showed that the pile system's performance, which was bound with steel wires on the slab, was better at resisting loads. This is known from the reduction of settlement for bound and unbound piles, which is 11.43% for the time stage and 11.51% for the load stage. The system can work together so that the stability of construction is better maintained and more durable.
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Keywords: connection; pile; slab; steel wires; settlement; uniform load

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  3. Puri, A., Hardiyatmo, H. C., Suhendro, B., & Rifa'i, A. (2015, November 12). Perilaku Perkerasan Sistem Pelat Terpaku Pada Tanah Dasar Lempung Lunak. Prosiding Konferensi Nasional Pascasarjana Teknik Sipil (KNPTS) , 7-17
  4. Puri, A., Suhendro, B., & Rifa’i, A. (2017). Effects of Vertical Wall Barrier on The Rigid Pavement Deflection of Full Scale 1-Pile Row Nailed-Slab System on Soft Sub Grade. International Journal of GEOMATE, 12(32), 25-29
  5. Shouman, M., Hendry, Yuswandono, M., & Febriansya, A. (2018). Perancangan Perkuatan Fondasi Tiang Pasca Pelaksanan Jembatan Kalanggeta, Kabupaten Serang, Provinsi Banten. Bandung: Politeknik Negeri Bandung
  6. Simanjorang, D. N., Waruwu, A., Susanti, R. D., & Panjaitan, S. R. (2019). Uji Kapasitas Tiang Bambu dan Tiang Beton pada Tanah Gambut. Medan: UISU
  7. Waruwu, A., Hardiyatmo, H. C., & Rifa’i, A. (2019). Uji Beban Timbunan yang Diperkuat dengan Sistem Pelat Terpaku pada Tanah Gambut . Media Komunikasi Teknik Sipil, 25(2), 152-159
  8. Waruwu, A., Hardiyatmo, H. C., & Rifa'i, A. (2016). Studi Eksperimental Pembebanan Pelat yang Diperkuat Tiang pada Tanah Gambut. Yogyakarta: Seminar Nasional Geoteknik HATTI Yogyakarta
  9. Waruwu, A., Hardiyatmo, H. C., & Rifa'i, A. (2017). Deflection Behavior of The Nailed Slab System-Supported Embankment on Peat Soil. Journal of Applied Engineering Science, 15(4), 556-563
  10. Waruwu, A., Susanti, R. D., & Debby Endriani, S. H. (2020). Effect of Loading Stage on Peat Compression and Deflection of Bamboo Grid with Concrete Pile. International Journal of Geomate, 18(66), 150-155
  11. Ye, G.-B., Wang, M., Zhang, Z., Han, J., & Xu, C. (2020). Geosynthetic-reinforced pile-supported embankments with caps in a triangular pattern over soft clay. Geotextiles and Geomembranes, 48, 52-61

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