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All Journal STATIKA: Jurnal Teknik Sipil Jurnal Wilayah, Kota dan Lingkungan Berkelanjutan
Kerri Dwiky Iswara
Unknown Affiliation
Arts Civil Engineering, Building, Construction & Architecture Transportation

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Identifikasi dan Penilaian Risiko Stakeholder pada Proyek Infrastruktur Pertambangan Nikel: Studi Kasus di Pertambangan Nikel PT. X Kerri Dwiky Iswara; Wisnu Isvara; Titi Sari Nurul Rachmawati
JURNAL WILAYAH, KOTA DAN LINGKUNGAN BERKELANJUTAN Vol. 5 No. 1 (2026): JURNAL WILAYAH, KOTA DAN LINGKUNGAN BERKELANJUTAN
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jwikal.v5i1.1094

Abstract

The growth of the nickel mining industry in Indonesia, particularly in Southeast Sulawesi Province, has made this sector one of the main contributors to the Regional Gross Domestic Product (RGDP). However, the development of supporting infrastructure—especially mining haulage roads—still faces various risks that could potentially cause project delays and disrupt operational efficiency. Therefore, a systematic risk identification process is necessary to ensure that project implementation proceeds in accordance with established time, cost, and quality targets. This study aims to identify and assess risks in mining infrastructure development projects using a stakeholder-based approach. This approach is employed to gain an understanding of the risks that arise from the perspectives of the parties involved in the project. The results of this study describe the dominant risks that could potentially occur in nickel mining projects, namely opposition from the local community surrounding the project, conflicts with community organizations, denial of access to project roads, and disruption of project security due to inadequate security measures by authorities. It is hoped that these dominant risks can serve as a basis for developing effective risk mitigation strategies to support the successful and sustainable development of mining infrastructure.
EFEKTIVITAS ASPAL EMULSI METODE CAMPURAN DINGIN PADA LAPISAN LASTON AC-BASE: EFEKTIVITAS ASPAL EMULSI METODE CAMPURAN DINGIN PADA LAPISAN LASTON AC-BASE Hermon Frederik Tambunan; Yohanes Martono; Bernaditha Catur Marina; Kerri Dwiky Iswara; Muhammad Abi Berkah Nadi; Elian Zhafira; Raden Gunawan
STATIKA: Jurnal Teknik Sipil Vol. 10 No. 1 (2024): STATIKA JURNAL TEKNIK SIPIL
Publisher : Politeknik Raflesia Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53494/jts.v10i1.575

Abstract

Perancangan campuran aspal panas merupakan metode pencampuran umum yang diterpakan dalam pelaksanaan lapis perkerasan jalan. Tantangan suhu yang harus memenuhi spesifikasi teknis menjadi perhatian saat penghamparan. Penggunaan aspal emulsi untuk campuran spal dingin diharapkan mmpu menjadi solusi. Studi ini dilakukan untuk melihat efektifitas dari penggunaan aspal emulsi campuran dingin dibandingkan dengan aspal campuran panas pada jenis perkerasan Laston AC-Base. Hasil penelitian penelitian menunjukkan dengan campuran aspal emulsi sebesar KAE 7,3% memiliki nilai stabilitas mencapai 2.635 kg, namun memiliki angka flow sebesar 1,78 mm. Angka ini menunjukkan bahwa hasil campuran aspal dengan menggunakan aspal emulsi campuran dingin memiliki tingkat kelelehan plastis yang masih dibawah ambang batas minimal sebesar 3 mm.
Co-Authors Bernaditha Catur Marina Elian Zhafira Muhammad Abi Berkah Nadi Raden Gunawan Tambunan, Hermon Frederik Titi Sari Nurul Rachmawati Wisnu Isvara Yohanes Martono