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All Journal Ensiklopedia of Journal Jurnal Teknik Sipil Institut Teknologi Padang
Meli Muchlian
Program Studi Teknik Sipil, Fakultas Teknik, Institut Teknologi Padang
Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Law, Crime, Criminology & Criminal Justice Social Sciences Transportation

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Analisis Keruntuhan Hidraulik pada Bendung Menggunakan Metode Elemen Hingga Novy Haryati; Meli Muchlian; Muhammad Ridwan; Wenda Nofera
Jurnal Teknik Sipil Institut Teknologi Padang Vol 10 No 2 (2023): Jurnal Teknik Sipil Institut Teknologi Padang
Publisher : ITP Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21063/jts.2023.V1002.093-99

Abstract

Bendung adalah struktur bendungan berkepala rendah, yang berfungsi untuk menaikkan muka air dan biasanya terdapat di sungai. Di Indonesia, bendung dapat digunakan untuk irigasi bila misalnya muka air sungai lebih rendah dari muka tanah yang akan diairi. Sebagai salah satu konstruksi berat, bendung juga menyimpan potensi bahaya yang cukup besar dan memiliki potensi risiko kerusakan fisik dan kegagalan fungsi. Tujuan penelitian ini adalah untuk mengetahui kestabilan bendung terhadap deformasi dan gaya angkat (uplift) yang mungkin terjadi. Analisis yang digunakan adalah berdasarkan metode numerik dengan menggunakan program Plaxis 2D. Hasil penelitian diperoleh bahwa displacement ke arah vertikal dan horizontal dibandingkan dengan syarat batas penurunan ≤ 0,04 m. Kestabilan bendung secara keseluruhan menggunakan plaxis 2D didapat displacement maksimal sejauh 0,07245 m ke arah vertikal dan horizontal. Artinya displacement yang terjadi melewati syarat batas, sehingga bendung tidak aman terhadap uplift.
KAJIAN KONDISI PERKERASAN LENTUR DAN PENENTUAN TINDAKAN PEMELIHARAAN MENGGUNAKAN METODE PCI Misbah Misbah; Malvin A. Rachman; Hendri Nofrianto; Meli Muchlian
Ensiklopedia of Journal Vol 8, No 2 (2026): Vol. 8 No. 2 Edisi 1 Januari 2026
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v8i2.3643

Abstract

Road surface damage has a direct impact on service quality and user safety. This study aims to assess the type and extent of flexible pavement damage and to develop maintenance recommendations using the Pavement Condition Index (PCI) method. The case study was conducted on a 2 km section of Soekarno-Hatta Road in Sungai Penuh City, Jambi Province (STA 0+000–2+000), which serves a vital role as a connector between urban areas, tourist sites, and inter-provincial networks. Data collection involved a visual inspection through a walkthrough survey of 40 observation segments. The survey identified 14 types of damage, with longitudinal cracks, potholes, alligator cracks, and local subsidence being the most prevalent. The PCI values revealed the following distribution of road conditions: Excellent (55%), Very Good (17.5%), Good (12.5%), Poor (12.5%), and Very Poor (2.5%). These findings indicate that while most segments are in very good condition, there are critical points that require immediate attention. Maintenance recommendations include routine maintenance for roads in Excellent and Very Good condition, preventive maintenance for those in Good condition, rehabilitation for Poor conditions, and complete reconstruction for Very Poor conditions. Implementing these appropriate maintenance strategies is expected to enhance the functional performance of the pavements and extend the service life of the road sections. Keywords: road damage, flexible pavement, PCI, road maintenance, Sungai Penuh
Co-Authors Hendri Nofrianto Malvin A. Rachman Misbah Misbah Muhammad Ridwan Novy Haryati Wenda Nofera