Perencanaan Ulang Perkuatan Struktur Dermaga Menggunakan Pondasi Tiang Pancang Dengan Variasi Diameter (Studi Kasus Proyek Perkuatan Struktur Dermaga Berlian, Surabaya). (Re-Design of Strengthhening Wheat Structure Using Pile Foundations With Diameters Variation (Case Study of Diamond Jetty Strengthening Project, Surabaya)).

Anisadila, Clarissa Rahma (2022) Perencanaan Ulang Perkuatan Struktur Dermaga Menggunakan Pondasi Tiang Pancang Dengan Variasi Diameter (Studi Kasus Proyek Perkuatan Struktur Dermaga Berlian, Surabaya). (Re-Design of Strengthhening Wheat Structure Using Pile Foundations With Diameters Variation (Case Study of Diamond Jetty Strengthening Project, Surabaya)). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Pembangunan infrastruktur pada bidang transportasi merupakan sarana vital sebagai penunjang mobilitas ekonomi, pertahanan, dan sosial. Dermaga merupakan salah satu sarana pendukung terjadinya proses bongkar dan muat barang pada kapal. Seiring berjalannya waktu kebutuhanan akan dermaga semakin meningkat. Pelayanan terhadap kapal dengan jangka waktu panjang dan beban-beban yang diakibatkan proses bongkar muat kapal, keamanan dermaga perlu ditingkatkan dengan dilakukannya perkuatan pondasi. Dermaga Berlian menggunakan pondasi tiang baja dengan diameter 1,016 m dan panjang 32 m. Penelitian ini menggunakan metode Meyerhoff untuk menghitung daya dukung tiang dan data N-SPT sebagai Perencanaan Ulang Perkuatan Struktur Dermaga Menggunakan Variasi Dimensi pada Dermaga Berlian Surabaya. Berdasarkan perencanaan ulang yang telah dilakukan diperoleh kesimpulan bahwa diameter 1,00 m dan panjang 32 m diperoleh daya dukung tiang tunggal sebesar 8164 Ton, tahanan geser 28120,4 Ton, daya dukung aksial 8345,42 Ton. Besar penurunan segera yang terjadi 47,447 mm, penurunan tahunan 0,0171 mm, penurunan jangka panjang 0,1933 mm, dan penurunan total 48,050 mm. Kata Kunci : Perencanan Ulang Variasi Dimensi, Daya Dukung, Penurunan.

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