Analisis Perbandingan Variasi Dimensi Fondasi Tiang Pancang Pada Jembatan Sambirejo di Tol Solo-Kertosono
Abstract
The foundation is one of the essential elements in a construction. Therefore, during the process of designing, meticulous design becomes important. This involves a careful consideration of soil investigation and upper structure data. Apart from these two aspects, the selection of the appropriate foundation type, dimensions, and depth are also crucial factors to consider during process of designing. Hence, in this research the analysis of the bearing capacity of pile foundations is conducted with variations in dimensions of 500, 600, and 800 to obtain effective and suitable dimensions for the case study area of the Solo-Kertosono toll road. Additionally, this study includes an analysis of the efficiency of pile by calculating the bearing capacity, settlement and the cost and time estimation plan. In summary, the result of this research indicate that the most effective and suitable dimension is a foundation with a diameter of 800 mm.
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References
Fajarsari, E. J., & Sukirman, E. (2022). Perbandingan Daya Dukung Dan Penurunan Fondasi Tiang Berdasarkan Bentuk Dengan Variasi Dimensi. Ug Jurnal, 16(1), 42–52.
Girsang, P. (2009). Analisa Daya Dukung Fondasi Bored Pile Tunggal Pada Proyek Pembangunan Gedung Crystal Square Jl. Imam Bonjol No. 6 Medan. Universitas Sumatera Barat.
Hadihardaja, J. (1997). Rekayasa pondas II Fondasi Dangkal dan Fondasi Dalam. Penerbit Gunadarma.
Hardiyatmo, H. C. (2011). Teknik Fondasi I. Penerbit Gajah Mada University, Jogjakarta.
Muthmainnah, M. (2021). Analisis Kapasitas Dukung dan Penurunan Fondasi Tiang Pancang Dengan Variasi Dimensi [Universitas Islam Indonesia]. In Skripsi Teknik Universitas Islam Indonesia.
Poedji Goesworo, S. (1999). Analisa Penurunan Fondasi rakit Pada Tanah Lunak. Universitas Islam Indonesia.
Prasetyo, S. T., Priskasari, E., & Erfan, M. (2021). Perencanaan Struktur Bawah ( Abutment ) Pada Pembangunan Jembatan Petak , Kabupaten Nganjuk. Student Journal GELAGAR, 3(1), 149–158.
PUPR. (2019). Kumpulan Korelasi Parameter Geoteknik Dan Fondasi.
Ramadhan, M. N. D. (2022). Daya Dukung Fondasi Tiang Fondasi Tiang Pancang dengan Variasi Bentuk dan Dimensi (Studi Kasus Gedung Perkuliahan Bersama dan Laboratorium FEB UPN “Veteran†Jawa Timur. UPN “veteran†Jawa Timur.
SNI 8460-2017. (2017). SNI 8460-2017 - Persyaratan Persyaratan Perancangan Geoteknik.
Terzaghi, K., & Peck, R. B. (1948). Mekanika Tanah Dalam
Praktek Rekayasa - Jilid 1 (2nd ed.). Penerbit Erlangga, Jakarta.
Youd, T. L., & Idriss, I. M. (2001). Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils. Journal of Geotechnical and Geoenvironmental Engineering, 127(4), 297–313.
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