Article Per Year (5 Year)
p-Index From 2021 - 2026
4.687
P-Index
This Author published in this journals
All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa BERKALA SAINSTEK Jurnal Teknik Sipil dan Perencanaan Jurnal Transportasi Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Rekayasa Sipil Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Teras Jurnal JURNAL SIMETRIK U Karst BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Civil and Environmental Science Journal (CIVENSE) Jurnal Aplikasi Teknik Sipil Jurnal Rekayasa Sipil Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Media Ilmiah Teknik Sipil Jurnal Ilmiah Rekayasa Sipil Borneo Engineering: Jurnal Teknik Sipil Jurnal Teknik Sipil dan Teknologi Konstruksi JURNAL REKAYASA JMTS: Jurnal Mitra Teknik Sipil MATRAPOLIS : Jurnal Perencanaan Wilayah dan Kota Jurnal Artesis Jurnal Teknik Sipil Berkala Forum Studi Transportasi antar Perguruan Tinggi Jurnal Teknik Sipil
Akhmad Hasanuddin
Department Of Civil Engineering Faculty Of Engineering Universitas Jember
Agriculture, Biological Sciences & Forestry Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation Other

Published : 59 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 59 Documents
Search

 2   3   4   5   6 
Pemodelan Tarikan Perjalanan Kendaraan pada Pusat Perbelanjaan Modern Kabupaten Jember Menggunakan Regresi Linier Metode Forward: Modeling of Vehicle Travel Attractions at Modern Shopping Centers in Jember District Using Linear Regression Forward Method Yahya, Ahmad Amir; Akhmad Hasanuddin; Tatang Maulana; Gholiqul Amrodh Alawy; Syaripin
Jurnal Rekayasa Sipil dan Lingkungan Vol. 9 No. 1 (2025): Jurnal Rekayasa Sipil dan Lingkungan
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/jrsl.v9i1.53694

Abstract

Abstract In the urban area of ​​Jember Regency, there are five modern shopping centres with a shopping mall concept that are crowded and located in one sub-district. The development of these shopping centres has created a large trip attraction because the area has become a magnet for economic and social activities in the community. To determine the factors that influence the trip attraction of private vehicles, namely motorbikes and cars, to modern shopping centres in Jember Regency, a trip attraction modelling analysis was carried out using linear regression using the forward method to obtain the best linear regression model equation. The variables used are land area (X1), building area (X2), motorcycle/car parking area (X3), number of kiosks/tenants (X4), and number of employees (X5). The results of the study showed that the most influential factor in vehicle attraction in modern shopping centres in Jember Regency is land area. The best linear regression model for vehicle traction (vehicles/hour) for motorbikes is Y1 = 51.851 + 0.005 X1 with R2 = 0.934, while the best model for cars is Y2 = 14.511 + 0.005 X1 with R2 = 0.998X1 Abstrak Di kawasan perkotaan Kabupaten Jember terdapat lima pusat perbelanjaan modern berkonsep shopping mall yang ramai dikunjungi dan lokasinya berada pada satu kecamatan. Perkembangan pusat perbelanjaan tersebut menimbulkan tarikan perjalanan (trip attraction) yang besar karena kawasan tersebut menjadi magnet aktivitas ekonomi dan sosial masyarakat. Untuk mengetahui faktor-faktor yang memengaruhi tarikan perjalanan kendaraan pribadi yaitu sepeda motor dan mobil ke pusat perbelanjaan modern di Kabupaten Jember, maka dilakukan analisa pemodelan tarikan perjalanan menggunakan regresi linier metode forward untuk memperoleh persamaan model Regresi Linier yang terbaik. Variabel yang digunakan adalah luas lahan (X1), luas bangunan (X2), luas lahan parkir sepeda motor/mobil (X3),  jumlah kios/tenant (X4), dan jumlah karyawan (X5). Hasil penelitian menunjukkan bahwa faktor yang paling berpengaruh terhadap tarikan kendaraan di pusat perbelanjaan modern Kabupaten Jember adalah luas lahan. Model regresi linier terbaik untuk tarikan kendaraan (kend/jam) untuk sepeda motor adalah Y1 = 51,851 + 0,005 X1 dangan dengan R2 = 0,934, sedangkan model terbaik untuk kendaraan mobil adalah Y2 = 14,511 + 0,005 X1 dengan dengan R2 = 0,998X1.
PENGGUNAAN FILLER ARANG KAYU PADA ASPAL LATASTON DAN ASPAL LASTON Rohman, Muhamad Fatkhur; Hasanuddin, Akhmad; Wicaksono, Luthfi Amri
JURNAL SIMETRIK Vol 10 No 2 (2020): Jurnal Simetrik (Sipil, Mesin, Listrik)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v10i2.535

Abstract

The road pavement structure has a fillercommonly referred to as a filler. Filler (filler) is one of the materials that has an important function, namely as a cavity filler from the asphalt mixture. This research is to see the effect of adding wood charcoal filler content in AC-WC mixture and HRS-WC mixture with variations in the addition of wood charcoal by 0%; 0.5%; 1%; 1.5%; 2% based on total mixture. Examination of aggregate and asphalt was carried out to get the optimum level of asphalt, the optimum value of asphalt AC-WC was 5.30% and for a mixture of HRS-WC 7.89%. The AC-WC mixture obtained the Marshall Test value, obtained the optimum stability value of 1511.9 kg at the addition of 0% filler and decreased with the addition of 0.5%, 1%, 1.5%, 2%. While the HRS-WC mixture also obtained the Marshall Test value obtained optimum stability value of 1899.17 kg at 0% filler addition anddecreases at the addition of 0.5%, 1%, 1.5%, 2%.
ANALISIS HUBUNGAN GEOMETRIK JALAN TERHADAP KESELAMATAN JALAN BYPASS MOJOKERTO KM SBY 51-63 Al’Adilah; Akhmad Hasanuddin; Willy Kriswardhana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.10.2.2770.253-265

Abstract

Bypass Mojokerto is main route of transportation between cities and provinces used to divert areas with high density activities. Based on data from Satlantas Mojokerto, traffic accidents throughout 2019 contained 436 accident cases with 57 people died. The causative factor for traffic accidents is geometric conditions of road that unsuitable with standard design Bina Marga in 1997. Therefore needed to analyze the geometric relationship between roads and road safety on section of Bypass Mojokerto KM Sby 51 – KM Sby 63. The research data used road geometric including radius of the curve, degree of curvature, and superelevation as well as the safety element data including value of the Equivalent Accident Number (EAN), accident number, and accident rate. Field survey was conducted to determine location of bend in KM. Then data processing uses googlemaps and google earth. Meanwhile, safety element data was obtained from Mojokerto Police. Geometric road data obtained were processed using Autocad and calculations were using excel. In this researh, the analysis used to analyze effect of relationship is the statistical test method of linear, multiple, and polynomial regression analysis using excel. The results of three analyzes were compared in order to obtain the percentage value that had the greatest influence on traffic safety. Based on research results, road geometric can have the best affect on road safety are superelevation, degree of curvature and slope with R2 each values of 39.34%; 49.94%; 35.65%. The results of superelevation analysis of road safety using polynomial regression analysis with a value of R2 = 0.393 and Y = -46518X2 + 4716.3X - 100.92. Meanwhile, the results of degree of curvature on road safety using polynomial regression analysis has a value of R2 = 0.499 and Y = 0.0002X2 - 0.0123X + 0.2412. In addition, the results of road safety slope analysis used polynomial regression analysis has a value of R2 = 0.356 and Y = 6.1457X2 - 9.3246X + 6.4163.
Perbandingan Tebal Perkerasan Menggunakan Nilai CBR Laboratorium dan CBR Lapangan (DCP) (JLS Jarit-Puger) Alvina Praha Laili; Akhmad Hasanuddin; Luthfi Amri Wicaksono
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 1 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i1.2891

Abstract

CBR (California Bearing Ratio) data is used to find out the level of subgrade density, so that a safe pavement thickness can be planned. The calculation of the CBR (California Bearing Ratio) can be done by testing CBR laboratory and DCP. CBR results have a high effect on the surface layer, so that the layer becomes thinner. This condition, if converted to the working price, will be more affordable and efficient. Therefore, this study aims to compare the results of laboratory CBR and Field Cbr (Dcp) to the thickness of flexible pavements in the Development of Trans South-South Java Road Project (TRSS) Lot 8 Jarit - Puger. The method used is Bina Marga Pd T-01-2002-B. Secondary data obtained by weigh bridges and service providers, namely PT. Brantas Abipraya (Persero). Field CBR value using DCP tool is 25.19% while Laboratory CBR value is 21.616%. The results of pavement thickness using Field CBR values ​​for UR 10 years are D1 7.5 cm, D2 10cm, for UR 20 years D1 10 cm, D2 11 cm, for UR 30 years D1 11 cm, D2 12 cm, and for UR 40 years obtained D1 13 cm, D2 14 cm. The greater the CBR value, the thinner the pavement thickness.
Analisis Pemilihan Moda Transportasi Mahasiswa Universitas Jember Menuju Kampus Alfin Kristyanto; Akhmad Hasanuddin; Paksitya Purnama Putra
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 1 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i1.2930

Abstract

The use of private transportation modes to the Tegal Boto campus, Jember University has increased. The increase in the volume of private vehicles will cause congestion if it is not regulated properly. Therefore, an analysis related to the selection of student transportation modes is needed to determine the tendency of students to choose transportation modes. The results of this study will be used as a first step in the improvement of transportation facilities in the area around the Tegal Boto campus, Universitas Jember. Analysis of the factors that influence students in choosing the mode of transportation will be carried out in this study. In addition, the priority of choosing the mode of transportation used by students to the Tegal Boto campus, Jember University will also be known. Research data will be obtained from questionnaires and documents from the University of Jember. The data will be analyzed using the Analytical Hierarchy Process (AHP). The results of the AHP analysis show that the factors that dominate the choice of student transportation modes to the Tegal Boto campus, Jember University are the time factor (33%). Meanwhile, the student's priority modes of transportation are motorbikes (32.7%). The choice of motorcycle mode has the largest percentage due to it is based on consideration of the time factor. Students need transportation modes that have high flexibility such as motorbikes so that the time needed to reach campus is shorter.
The PREDIKSI KONDISI KERUSAKAN JALAN BERDASARKAN NILAI IRI MENGGUNAKAN APLIKASI ROADROID (Studi Kasus: Ruas Jalan Kelas III dengan Volume Lalu Lintas Rendah di Kabupaten Lumajang) Tatang Maulana Maliq; Akhmad Hasanuddin; Syaripin .; Ninik Lestari
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 14 No 1 (2026): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v14i1.4346

Abstract

Penelitian ini bertujuan memprediksi kondisi kerusakan jalan berdasarkan nilai International Roughness Index (IRI) menggunakan aplikasi Roadroid pada ruas jalan kelas III dengan volume lalu lintas rendah di Kabupaten Lumajang. Penelitian ini menjadi penting karena ruas jalan tersebut tidak mengalami pemeliharaan sejak tahun 2018 sehingga berpotensi mengalami percepatan degradasi kinerja perkerasan. Data IRI tahun 2023 diperoleh melalui survei lapangan menggunakan aplikasi Roadroid berbasis Android dan dibandingkan dengan data IRI tahun 2018 yang diukur menggunakan alat National Association of Australian State Road Authorities (NAASRA) untuk mengetahui laju peningkatan kerusakan serta memprediksi kondisi lima tahun mendatang. Hasil penelitian menunjukkan bahwa rata-rata nilai IRI pada tahun 2023 berada pada kategori rusak berat dengan nilai antara 12.5–20.5 m/km. Model hubungan antara IRI dan Lalu Lintas Harian Rata-rata (LHR) kendaraan berat menghasilkan persamaan y = 0.,2889x + 1.2993 (R² = 0.935), yang menunjukkan pengaruh signifikan volume kendaraan berat terhadap peningkatan kekasaran permukaan jalan. Simulasi prediksi menunjukkan beberapa segmen ruas jalan diperkirakan mencapai kondisi rusak ringan dalam 2–4 tahun ke depan meskipun dilakukan overlay. Kebaruan penelitian ini terletak pada integrasi data historis dan survei dengan aplikasi Roadroid untuk pemodelan prediktif kerusakan jalan pada ruas lalu lintas rendah sebagai dasar perencanaan pemeliharaan preventif.
MODEL BANGKITAN PERJALANAN PADA RUMAH SAKIT DI PERKOTAAN JEMBER Willy Kriswardhana; Lailiyah Khoirun Nisa'; Akhmad Hasanuddin; Tatang Maulana Maliq
Jurnal ARTESIS Vol. 6 No. 1 (2026): JURNAL ARTESIS
Publisher : Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/gwb1s244

Abstract

Pemodelan bangkitan perjalanan merupakan tahap penting dalam perencanaan transportasi empat tahap, khususnya dalam memprediksi volume kendaraan yang dihasilkan oleh suatu penggunaan lahan. Penelitian ini bertujuan untuk mengidentifikasi faktor-faktor yang berpengaruh signifikan terhadap bangkitan perjalanan rumah sakit di kawasan perkotaan Jember serta memodelkannya ke dalam bentuk persamaan regresi. Data diperoleh melalui survei primer berupa pencacahan kendaraan keluar masuk di tiga rumah sakit (RSD Dr. Soebandi, RS Tk.III Baladhika Husada, dan RS Jember Klinik) serta data sekunder meliputi luas lantai, luas lahan, jumlah tempat tidur, jumlah poliklinik, jumlah dokter praktik, dan jumlah pegawai. Analisis dilakukan dengan regresi linier dan nonlinier, disertai uji asumsi klasik meliputi uji normalitas dan multikolinearitas. Hasil penelitian menunjukkan bahwa variabel luas lantai memiliki kontribusi paling dominan dalam menjelaskan bangkitan perjalanan kendaraan. Hal ini menandakan bahwa luas lantai sangat berpengaruh terhadap besarnya volume bangkitan kendaraan pengunjung rumah sakit. Model yang dihasilkan diharapkan dapat menjadi referensi dalam perencanaan transportasi, khususnya dalam penyediaan kapasitas parkir dan pengelolaan lalu lintas di sekitar rumah sakit.
Hubungan Penilaian Kerusakan Jalan Metode Bina Marga dan Light Weight Deflectometer (LWD) Iffah Lubna Diana; Indra Nurtjahjaningtyas; Akhmad Hasanuddin
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.56617

Abstract

The Tegal Siwalan-Banyuanyar Highway in Probolinggo Regency has been damaged at several points and has not received any maintenance for the last 7 years. This has a huge impact on road users because it can interfere with driving comfort and safety, so it is necessary to analyze the road damage that has occurred, including the type of damage and an assessment of road conditions. The Bina Marga method and a light-weight deflectometer (LWD) can be used to assess road deflection in order to assess road condition. The results of this study obtained priority order values for each segment that were in the range 5-11. The greater the value of the Order of Priority obtained, the better the road condition, whereas the smaller the value of the Order of Priority obtained, the worse the road condition. It was also found that the Bina Marga method and the Light Weight Deflectometer (LWD) tool had a poor correlation, so a comparison between the two could not be made for assessing the condition of the road surface layer. 
EVALUASI PERANCANGAN ANGGARAN BIAYA DAN WAKTU MENGGUNAKAN METODE BIM Puteri Khodijatuz Zahro; Anik Ratnaningsih; Akhmad Hasanuddin
Teras Jurnal : Jurnal Teknik Sipil Vol. 11 No. 2 (2021): Volume 11 Nomor 2, September 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i2.529

Abstract

Abstrak Universitas Jember yang sedang dalam masa pembangunan yang menyebabkan dibutuhkannya teknologi pendukung untuk proses yang dilakukan agar didapatkan hasil yang efisien sehingga dibutuhkan kinerja manajemen proyek yang memfasilitasi proses desain dan konstruksi yang lebih terintegrasi yaitu Building Information Modeling (BIM). Sebelumnya dikenal beberapa program bantu seperti AutoCAD, SAP, SketchUp 3D, Ms. Project dan program bantu lainnya yang penggunaannya hanya sebatas dalam satu jangkauan. Penggunaan BIM yang mengintegrasi gambar proyek, volume pekerjaan dan estimasi harga dapat mempermudah proses pengerjaan menjadi lebih singkat dan cepat. Oleh karena itu, pada penelitian ini dilakukan evaluasi antara penggunaan metode BIM dan metode konvensional pada Proyek Pembangunan Gedung Kuliah Fakultas Keperawatan Universitas Jember. Program bantu BIM yang dipakai adalah Autodesk Revit yang merupakan salah satu perangkat lunak yang membawa semua arsitektur, teknik, dan disiplin konstruksi ke dalam lingkungan pemodelan terpadu. Hasil dari Penelitian ini yaitu menghasilkan selisih biaya total untuk struktur dan arsitektur yaitu Rp242.638.340,10. Biaya yang berasal dari pemodelan Autodesk Revit lebih besar 5,33 % daripada metode konvensional proyek. Dan selisih pada penjadwalan dalam pelaksanaan pada pemodelan Autodesk Revit yaitu 15 hari lebih lama daripada metode konvensional. Kata Kunci: BIM, Autodesk Revit, Rencana Anggaran Biaya, Penjadwalan Proyek Abstract Universitas Jember, during this construction period, requires supporting technology for the process to obtain efficient results so it takes a project management performance that facilitates a more integrated design and construction process, namely Building Information Modeling (BIM). Previously known several auxiliary programs such as AutoCAD, SAP, SketchUp 3D, Ms. Projects and other assistance programs restricted to a single scope. The use of BIM that integrates project designs, workload and price estimates can make the process shorter and faster. Therefore, in this study a comparison was made between the use of the BIM method and the conventional method in the Lecture Building Project for the Faculty of Nursing, Universitas Jember. The BIM assistant program used is Autodesk Revit which is a software that brings all architecture, engineering, and construction disciplines into a unified modeling environment. The results of this study showed a total cost difference in structure and architecture of IDR 242,638,340.10. On the other hand, the Autodesk Revit modeling cost was greater than the conventional method with a percentage of 5.33%. Furthermore, the difference in the Autodesk Revit modeling implementation schedule is 15 days longer than the conventional method. Keywords: BIM, Autodesk Revit, Budget-Estimate Plan, Project Scheduling
Co-Authors Adiningsih, Teeusa Cahyani Afandi, Yulianata Halim Afifah Izza Farisa Agusty Maulana Bramasta Ahmad Fikri Al’Adilah Alfin Kristyanto Alvina Praha Laili Alvina Praha Laili Al’Adilah Andini Wihenda Lafatza Anik Ratnaningsih Anita Trisiana Anshori, Nur Fahmi Asa Dina Safitri Aurelia Zara Adela BIMA SETIAWAN Brigida Abreu Freitas de Almeida Darmawan, Ahmad Reza Daud Rosyid Rahardjo Al Muntsari Devita Sari Didik Efendi Dwi Ayu Lestari, Dwi Ayu Lestari Dwi Nurtanto Entin Hidayah Gholiqul Amrodh Alawy Herdianto, Iwan Hermansa, Richo Hernu Suyoso Iffah Lubna Diana Inas Ade Zahra Indra Nurtjahjaningtyas Kamila Wahidaturrohmah Krisnamurti Lailiyah Khoirun Nisa' Lestari, Agustina Tri Luthfi Amri Wicaksono Luthfi Amri Wicaksono Makaingat, Syaulla Nefertity Maliq, Tatang Maulana Metasari, Devi Yulita Muhamad Fatkhur Rohman Muntsari, Daud Rosyid R.A. Muntsari, Daud Rosyid Rahardjo Al Mutiah, Asna Malikhatul Nara Maika Putri, Nara Maika Ninik Lestari Nunung Nuring Hayati Nur Azizah Nuriyana, Khotami Sinta Paksitya Purnama Putra Puteri Khodijatuz Zahro Ratih Novi Listyawati Rindang Alfiah Riska Rismawati, Riska Riyana Aleyda Ayu Riza Millatul Aminin Rizka Septy Amaliyah Rizki Hippriyanti Dewi, Rizki Hippriyanti Rizqi Eka Faiqatul Maghfiroh Rohman, Muhamad Fatkhur Rossy Marcianus Reggar, Rossy Marcianus Rr. Dewi Junita Koesoemawati Saputro, Muhammad Yusuf Eko Sela Marselina Silfi Galuh Navitasari Sofyan Sauri, Sofyan Sonya Sulistyono Sri Sukmawati Sri Sukmawati Sri Wahyuni Swandari, Tintany Syaripin Syaripin . Tatang Maulana Tintany Swandari Willy Kriswardhana Wiwik Yunarni Widiarti Wulida Putri Romadona Yahya Kurniawan yahya, Ahmad Amir Zahra Hikmah Hayati Zahro, Puteri Khodijatuz