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All Journal Journal of Sustainable Civil Engineering (JOSCE) Berajah Journal
Ridwan Rais
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Civil Engineering, Building, Construction & Architecture Education Engineering Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Social Sciences Transportation

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SAFEGUARD MEASURES SEBAGAI INSTRUMEN PERLINDUNGAN INDUSTRI NASIONAL DI ERA LIBERALISASI PERDAGANGAN Opik Sepriadi; Annie Myranika; Salman Al Ghifari; Ridwan Rais; Unggul Budi
Berajah Journal Vol. 6 No. 2 (2026): Berajah Journal
Publisher : CV. Lafadz Jaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47353/bj.v4i4.372

Abstract

International trade liberalization mandated by the World Trade Organization (WTO) requires its members to open domestic markets for goods and services from other countries. However, uncontrolled liberalization may negatively impact domestic industries, particularly when unforeseen import surges occur. In this context, safeguard measures become a crucial instrument enabling WTO member states to protect their national industries temporarily from the adverse effects of import surges. This study aims to analyze the legal framework of safeguard measures within the WTO system, their implementation in Indonesian national law, and their effectiveness as an instrument for protecting national industries in the era of trade liberalization. The research method employed is normative legal research with statutory, conceptual, and comparative approaches. The results indicate that although Indonesia has regulated safeguard measures in Government Regulation Number 34 of 2011, there are substantial weaknesses, including the absence of comprehensive specific regulations, limited outreach to industrial actors, and inconsistencies of several provisions with the WTO Agreement on Safeguards. This study recommends the establishment of a specific Trade Remedies Law that systematically integrates safeguard, anti-dumping, and countervailing measures to provide optimal legal protection for Indonesian national industries.
ANALISA TEBAL PERKERASAN LENTUR DENGAN METODE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIAL (AASHTO) DAN ANALISA KOMPONEN Ridwan Rais; Telly Rosdiyani; M Ichwanul Yusup
Journal of Sustainable Civil Engineering (JOSCE) Vol. 3 No. 02 (2021): josce: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v3i02.1450

Abstract

Jalan merupakan sarana teransportasi yang terbentuk untuk menghubungkan suatu daerah ketempat daerah lainnya. Jalan juga merupakan hal terpenting bagi masyarakat guna memajukan nilai pertumbuhan perekonomiannya. Dalam melakukan perencanaan tebal lapisan perkerasan lentur dangan menggunakan metode AASHTO dan Analisa Komponen sebaiknya mengetahui dasar – dasar terpenting untuk melakukan perencanaan dengan metede tersebut dan mengetahui nilai efisien terhadap biaya. Dalam Perencanaan ini, lapis permukaan (a1) menggunakan bahan Laston MS 744 Kg, lapisan pondasi atas mengguakan batu pecah kelas A dengan nilai CBR 100% dan lapisan pondasi bawah menggunakan sitry/pitrum kelas A dengan nilai CBR 80%. Dari hasil penelitian dengan metode AASHTO terdapat beberapa nilai masing – masing tebal lapis perkerasan lentur yaitu lapisan permukaan dengan Bahan Laston MS 744 Kg terdapat tebal 18,92 cm, lapis pondasi atas 13,60 cm dan lapis pondasi bawah 25 cm. sedangkan hasil perhitungan dengan menggunakan Analisa Komponen lapisan permukaan dengan Bahan Laston MS 744 Kg terdapat tebal 7,52 cm, lapis pondasi atas 20 cm dan lapis pondasi bawah 20 cm. maka terdapat nilai perbandingan dengan kedua metode tersebut. Dari hasil perhitungan dengan menggunakan metode tersebut maka nilai efisiensi terhadap biaya akan diambil hasil perhitungan dengan metode Analisa Komponen. Nilai efisien terhadap biaya didapat Rp. 6.621.362.000,00.
Co-Authors Annie Myranika M Ichwanul Yusup Opik Sepriadi Salman Al Ghifari Unggul Budi