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

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

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

Keywords: Variation Diameter, Carrying Capacity, Settlement

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.

Published
2023-06-26
Section
Articles
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