PERENCANAAN ULANG PERKUATAN STRUKTUR DERMAGA MENGGUNAKAN PONDASI TIANG PANCANG DENGAN VARIASI DIAMETER

Authors

  • Clarissa Rahma Anisadila Universitas 17 Agustus 1945 Surabaya
  • Herry Widhiarto Universitas 17 Agustus 1945 Surabaya
  • Laily Endah Fatmawati Universitas 17 Agustus 1945 Surabaya

DOI:

https://doi.org/10.36341/racic.v8i1.3099

Keywords:

Variation Diameter, Carrying Capacity, Settlement

Abstract

The wharf is one of the supporting facilities for the process of loading and unloading goods on ships. For services for long-term ships and loads caused by the process of loading and unloading ships, the safety of the wharf needs to be improved by strengthening the foundation. Berlian Pier uses a steel pile foundation with a diameter of 1.016 m and a length of 32 m. This study used the Meyerhoff method to calculate the bearing capacity of the piles and N-SPT data for the Reinforcement of Wharf Structures Using Diameter Variations at Berlian Surabaya Pier. Based on the re-planning that has been done, it is concluded that a diameter of 1.00 m and a length of 32 m obtains a single pile bearing capacity of 8164 Tons, shear resistance of 28120.4 Tons, axial bearing capacity of 8345.42 Tons. Immediate settlement of 38.551 mm, annual settlement of 00,0201 mm, long-term settlement of 0,193 mm, and total settlement of 48,050  mm.

Keywords: Variation Diameter, Carrying Capacity, Settlement

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References

Bambang Triatmodjo (2009) ‘Perencanaan Pelabuhan’, Beta Offset Yoygakarta, 1999(December), pp. 1–6.

Budiartha, R.M.N. (2016) Pelabuhan : Perencanaan dan Perancangan Konstruksi Bangunan Laut dan Pantai Nyoman.

Hardiyatmo, H.C. (2008) ‘Teknik Fondasi 2’, Gramedia Pustaka Utama, p. 275. Available at: https://www.academia.edu/download/57492139/Hardiyatmo______-_1996_-_Teknik_Pondasi_1.pdf.

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Published

2023-06-26

Issue

Vol. 8 No. 1 (2023): JUNI

Section

Articles

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