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All Journal Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Rekayasa Infrastruktur Hexagon JIWAKERTA: Jurnal Ilmiah Wawasan Kuliah Kerja Nyata Jurnal Spesialis Teknik Sipil (JSpTS) Jurnal Rekayasa Infrastruktur Hexagon
Arief Alihudien
Universitas Muhammadiyah Jember
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Industrial & Manufacturing Engineering Mechanical Engineering Public Health Social Sciences Transportation

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Pengaruh Preferensi Waktu dan Biaya Pada Pemilihan Moda Penumpang Kelas Ekonomi Jurusan Jember – Surabaya Rofi Budi Hamduwibawa; Totok Dwi Kuryanto; Riski Agil Haqiqi; Arief Alihudien
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 9, No 2 (2023): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v9i2.9221

Abstract

The construction of the Probolinggo-Pasuruan toll road has resulted in faster travel times along the Jember-Surabaya route. However, it has been observed that economy buses rarely use the toll road. To determine the likelihood of passengers switching between economy-class train and economy-class bus modes, a study on the selection of economy-seat modes between the cities of Jember and Surabaya is necessary. The study utilized the Stated Preference method for data collection, which involved distributing questionnaires to passengers at stations and terminals. The data collected were analyzed using the binomial difference method. The results of the study reveal that the Economy-Class Train mode is the most preferred mode of transportation. Experimentation on the travel cost attribute (ΔX1) with the value of Uka-Ubu Utility = 6.512 - 0.0887(X1) + 0.292(X2) revealed that 99% of passengers chose the train. On the travel cost attribute (ΔX1) with the value of Uka-Ubu Utility = 0.0205 - 0.0034 X1, 55.2% of passengers chose the train. Meanwhile, on the travel time attribute (ΔX2) with the value of Uka-Ubu Utility = 0.0202 - 0.0034 X2, 52.6% of passengers chose the train.
Elemen Struktur Beton Bertulang Berwawasan Lingkungan untuk Rumah Sederhana Muhtar Muhtar; Latifa Mirzatika Al Rosyid; Arief Alihudien; Kasih Imani Putri Sugiarto; Moh Novan Riyanto
Jurnal Rekayasa Infrastruktur HEXAGON Vol 10 No 1 (2025): Edisi Juni
Publisher : Universitas Muhammadiyah Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32528/hexagon.v10i1.5896

Abstract

Penggunaan bahan bangunan berbasis fosil yang terus-menerus cenderung merusak dan mencemari lingkungan. Penggunaan bahan terbarukan dan berkelanjutan sangat penting dilakukan. Bambu merupakan bahan terbarukan, berkelanjutan, murah, dan berwawasan lingkungan. Dua tujuan penelitian ini adalah (1) menarik minat masyarakat untuk menggunakan bahan bangunan berbasis lingkungan, dan (2) menganalisis kelayakan dan potensi bambu untuk digunakan sebagai tulangan elemen struktur pelat pondasi. Empat specimen pondasi dengan dimensi 70 x 70 x 15 cm3 yang terdiri dari tiga pelat pondasi beton bertulang bambu (PDB) dan satu pelat pondasi beton bertulang baja (PDS). Dimensi tulangan bambu 15 x15 mm2 dan diameter tulangan baja 10 mm. Variasi jarak tulangan bambu sebesar 100 mm, 125 mm, dan 150 mm. Jarak tulangan baja sebesar 130 mm. Pondasi diuji dengan beban terpusat pada titik tengahnya. Hasil penelitian menunjukkan pondasi PDB dengan jarak tulangan 100 mm mempunyai kapasitas lebih tinggi 3.16% dari pelat pondasi PDS dengan diameter tulangan 10 mm dengan jarak 13 mm. Pelat pondasi PDB mempunyai kesamaan pola keruntuhan dengan pondasi PDS sebagai pondasi kontrol. Pondasi PDB layak diusulkan untuk pondasi rumah-rumah sederhana pedesaan yang banyak bambu.
Evaluasi Kemampuan Layan Dinding Penahan Tanah dengan Perkuatan Sheet Pile tanpa dan dengan Angkur pada Longsoran Jembatan Ki Ronggo Bondowoso Gilang Akbar Ramadhan; Arief Alihudien; Hilfi Harisan Ahmad
Jurnal Spesialis Teknik Sipil (JSpTS) Vol. 7 No. 2 (2026)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

A landslide on a retaining wall in the Ki Ronggo Bridge area, Bondowoso Regency, requires a reinforcement evaluation to maintain slope stability and the safety of the surrounding infrastructure. This study aims to compare the performance of sheet piles with and without anchors using secondary data from soil investigations, including the Standard Penetration Test (SPT). The analysis was conducted using GEO5 software to examine slope stability, bearing capacity, passive earth pressure, internal forces, anchor capacity, and structural deformation. The analysis results show that both configurations have a global slope stability safety factor of 2.73, exceeding the minimum limit of 1.50. In the configuration without anchors, the maximum bending moment reached 558.55 kN·m/m and the maximum deformation was 77.4 mm. Meanwhile, the configuration with anchors produced a maximum bending moment of 212.26 kN·m/m and a maximum deformation of 77.4 mm. The internal stability safety factor of the anchors reached 2.10, but the anchor capacity utilization rate of 99.78% indicates limited reserve capacity. These results confirm that the selection of a reinforcement system must consider geotechnical stability, structural capacity, deformation, and the adequacy of anchor capacity.
Co-Authors Aditya Surya Manggala Ahmad, Hilfi Harisan Amri Gunasti Desta, Senki Edo Caraka Yodha Firdaus Firmansyah Gilang Akbar Ramadhan Hamduwibawa, Rofi Budi Ilanka Cahya Dewi Kasih Imani Putri Sugiarto Kholifatur Rosidatul Jannah Kia Candra Kusuma Latifa Mirzatika Al Rosyid Manggala, Adhitya Surya Moh Novan Riyanto Muhtar Muhtar Naylah Sofia Elmadjid Nindi Rizki Apriliani Pujo Priyono Pujo Priyono Riski Agil Haqiqi Septiana Dwi Wahyuni Suhartinah Suhartinah Totok Dwi Kuryanto