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All Journal Jurnal Teknik Sipil Jurnal Talenta Sipil
Albar, Aldino Maulana
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Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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ANALISIS KOMPARASI DAYA DUKUNG STEEL PIPE PILE BERDASARKAN DATA SPT DENGAN HASIL PDA TEST PADA PROYEK PEMBANGUNAN DERMAGA PELABUHAN DI SUBANG Saputra, Alfin Reza; Albar, Aldino Maulana; Solin, Dian Purnamawati
Jurnal Teknik Sipil Vol 14 No 2 (2024): Jurnal Teknik Sipil
Publisher : Civil Engineering Study Program Faculty of Engineering, University of Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36546/tekniksipil.v14i2.1492

Abstract

Pada umumnya bangunan berdiri di atas tanah dan/atau batuan, dimana kedua material tersebut merupakan bahan utama dalam menjaga kestabilan struktur bawah pada bangunan (pondasi). Maka diperlukan analisis daya dukung tanah agar struktur bawah tidak mengalami keruntuhan dan geser yang berlebih. Peneletian ini membahas tentang analisis daya dukung steel pipe pile berdasarkan data SPT dengan hasil PDA test dengan menggunakan rumus perhitungan Meyerhof (1956). Tujuan dari penelitian ini adalah untuk mengevaluasi daya dukung steel pipe pile pada proyek Pelabuhan di Subang pada pekerjaan pondasi bawah dermaga. Hasil penelitian menunjukan daya dukung tiang menggunakan data N-SPT metode meyerhoff (1956) mendapatkan hasil pada PT-01 = 1027,10 ton, PT-02 = 1193,82 ton dan PT-03 = 1008,60 ton, menunjukan pengaruh jenis tanah dan kualifikasi tanah mendapatkan hasil yang berbeda – beda bergantung pada kondisi tanah. Untuk hasil daya dukung tiang menggunakan PDA test mendapatkan hasil PT-01 = 1217,96 ton, PT-02 = 1409,83 ton dan PT-03 = 1513,24 ton. Dapat dikatakan bahwa steel pipe pile mampu menahan beban lebih banyak daripada hasil perhitungan teoritis. Hal ini dapat disebabkan karena kondisi tanah yang lebih juat pada saat pengujian.
Pemetaan Kerusakan Jalan dengan Metode Pavement Condition Index pada Ruas Jalan Arteri Mojosari-Mojokerto Berdasarkan Sistem Informasi Geografis Albar, Aldino Maulana; Wibisana, Hendrata
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1147

Abstract

Road infrastructure plays an important role in supporting community mobility and economic growth in a region. The Mojosari–Mojokerto arterial road has experienced various types of damage due to increased vehicle volume, especially heavy trucks, which has led to an increased risk of accidents. This study aims to determine the level of pavement damage on the Mojosari–Mojokerto road section using the Pavement Condition Index (PCI) method and to map the condition of road damage with the help of a Geographic Information System (GIS). The research method included a field survey conducted on April 4–22, 2025, from 8:00 a.m. to 5:00 p.m. to collect primary data on the type, dimensions, and level of road damage. The analysis was carried out by calculating the PCI value using the formula PCI = 100 – CDV, then the results were visualized in the form of thematic maps using ArcMap 10.8 software. The results showed PCI values for several road sections, namely Jalan Raya Airlangga 76, Jalan Raya Gajah Mada 80.5, Jalan Raya Pekukuhan 81.33, Jalan Ahmad Yani 82, and Jalan Raya Ngranggon 79.3, all of which were classified as very good based on the value range of 71–85. In conclusion, the condition of the road pavement on the Mojosari–Mojokerto section is generally still very good, but routine maintenance is still needed, especially on segments with heavy vehicle loads, so that the service life of the road can be extended.
Co-Authors Dian Purnamawati Solin Hendrata Wibisana Saputra, Alfin Reza