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Analisis Pembangunan Infrastruktur Terhadap Ketersediaan Sumber Daya Air Studi Di Kabupaten Bekasi Akhmad Akromusyuhada; Johny Dewanto; Rika Nursantika; R. Sri Rejeki Karuniawangsih; Marlian R.A. Simanjuntak; Pio Ranap Tua Naibaho
JURIHUM : Jurnal Inovasi dan Humaniora Vol. 3 No. 1 (2025): JURIHUM : Jurnal Inovasi dan Humaniora
Publisher : CV. Shofanah Media Berkah

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Abstract

Pembangunan Infrastruktur memainkan peran penting dalam pertumbuhan ekonomi dan kegiatan social, ketersediaan infrastruktur seperti transportasi, komunikasi, sanitasi dan energy tidak dapat terpisahkan, Infrastruktur memiliki peran penting dalam mendorong pertumbuhan ekonomi dengan menyediakan landasan untuk aktivitas ekonomi yang efisien. Sumber daya air adalah salah satu sumber daya alam paling penting untuk kehidupan flora, fauna dan masyarakat di bumi. Kabupaten Bekasi sebagi wilayah indutri tentu membutuhkan lahan untuk dapat menunjang kemajuan wilayah dengan penambahan infrasutruktur baru., dengan kondisi demikian terdapat masah yang mendasar yaitu perihal ketresediaan sumber daya air serta penagannya, metode penelitihan yang digunakan adalah Mix Methode dengan hasil menerangkan bahwa Pembanguan Infrasturktur berdampak berkurangnya lahan resapan air yang ada di wilayah kabupaten bekasi yang mengakibatkan beerkurangnya ketersediann air tanah. Diperlukan langkah kongkrit dari segenap unsur baik masyarakat maupun pemerentah yang ada dikabupaten Bekasi untuk menjaga ketersediaan sumber daya air yang ada di wilayah kabupaten Bekasi
PENENTUAN KELAS KINERJA ASPAL KONDISI STANDAR BERDASARKAN DATA TEMPERATUR UDARA DARI STASIUN KLIMATOLOGI DI SELURUH INDONESIA Tini Gustini; Madi Hermadi; Pio Ranap Tua Naibaho
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4637

Abstract

The implementation of Performance Grade (PG) asphalt specifications has become increasingly important for supporting pavement construction and maintenance practices that account for the influence of climatic and traffic conditions on asphalt performance. However, the Superpave system requires continuous pavement temperature measurements over a minimum period of five consecutive years, while such data are not yet available on a national scale in Indonesia. This study aimed to determine the appropriate asphalt Performance Grade classification for standard traffic conditions in Indonesia using daily maximum and minimum air temperature data collected from 172 meteorological and climatological stations operated by the Indonesian Agency for Meteorology, Climatology, and Geophysics (BMKG). Air temperature data were converted into pavement temperatures using the Superpave pavement temperature prediction equations. The maximum pavement temperature at a depth of 20 mm was used to determine the high-temperature performance grade, while the minimum pavement surface temperature was used to evaluate low-temperature performance requirements. The results indicate that most regions in Indonesia require PG 58 asphalt binders, whereas 13 locations require PG 64 binders. These findings suggest that the thermal conditions of Indonesian pavements generally remain within the operational range of PG 58, although several locations experience higher pavement temperatures that necessitate greater resistance to rutting and temperature-related distress. This study provides preliminary information on the spatial distribution of asphalt Performance Grades across Indonesia and may serve as a scientific basis for the development of a national PG map and the broader implementation of performance-based asphalt specifications for sustainable pavement infrastructure management.
Korelasi Type LRB Terhadap Penggunaan Di Struktur Elevated Guna Menghasilkan Efektifitas Hasil Penulangan Di Pier Muhammad Nasir; Pio Ranap Tua Naibaho
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.3391

Abstract

In the design of elevated bridge structures, the selection of Lead Rubber Bearing (LRB) types plays an important role in controlling seismic response and improving the efficiency of reinforcement requirements in piers. This study aims to analyze the correlation between variations in LRB specifications and the effectiveness of reinforcement in elevated pier structures. The methods used include literature study, three-dimensional numerical modeling, and structural response analysis using SAP2000 software with response spectrum and time-history approaches. The analysis results show that variations in LRB parameters, particularly effective stiffness (Keff) ranging from 0.60 to 0.81 kN/mm and characteristic strength (Qd) ranging from 39 to 80 kN, have a significant influence on the distribution of internal forces within the structure. The use of LRB with lower Keff values was able to reduce internal forces in the piers by approximately ±15–30 percent and significantly decrease longitudinal reinforcement requirements compared to configurations with higher stiffness. In addition, the LRB deformation capacity of 110–140 mm proved effective in enhancing seismic energy dissipation and maintaining the structural capacity-to-demand ratio close to the optimum condition of < 1.0. The contribution of this study demonstrates that optimizing LRB parameters, particularly Keff, can be used as a design strategy to produce pier structures that are more efficient, safe, and economical. These findings provide a technical basis for selecting appropriate seismic isolators to improve the performance of elevated structures under earthquake loads.
Co-Authors A Riduan Umar A.R Indra Tjahjani Abda Abda Abdul Hari Nugroho Aditya, Zori Afiatur Rizki Ramadhan Akhmad Akromusyuhada Al Hasyir, Muhammad Humaam Aprilian Ismana Arif, Muhammad Andi Awal Surono Azhar, Moh. Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Budiono Bambang Priyambodo Bambang Priyambodo, Bambang Bangun, Sempurna Brillianto, Ananta Giga Budiarto, Rika Budiono, Bambang Deprizon Syamsunur Dewita, Hikma Diartama, Luh Gede Melyarista Draga Hasan saputra Saputra Eka Daryanto, Eka Fadhila Muhammad Libasut Taqwa Fadillah Taufik Fahmi, Khosa Maulana Fahmy Hermawan Febriyanto, Andreas Fikri, Irwan Ginting, Liberty Herinius Girsang, Pije Saputra Hartono, Arief Budi Heris Cahya Kusuma Hutagalung, Jethro Lukito Ida Ayu Putu Sri Widnyani Imanto, Yuwono Ivindra Pane Johny Dewanto Khairu Imanda Pratama Kiki Maria Kornel Munthe Kristina Sembiring Kusuma, Heris Cahya Laia, Insyaf Maret Laksono, Arvidya Esta LM Arasy Sipala Madi Hermadi Manlian R. A. Simanjuntak Manlian Ronald A. Manurung, Edison H. Manurung, Edison Hatoguan Marlian R.A. Simanjuntak Mawardi Amin Moh Azhar Muhammad Andi Arif Muhammad Farid Renandes Muhammad Firdaus Muhammad Nasir Nelson Edison Siregar Ni Luh Ayu Suryaningsih Nosi, Leonardus Nurhayati, Yayah Permana, Oki Pujianto, Cahyo R. A Simanjuntak, Manlian R. Sri Rejeki Karuniawangsih Raden Herry Shufi Ramadhani, Fajar Ikhsan Ramdhani, Ferri Riadi, Joan Rika Nursantika Romy Setiawan, Irvan S, Daniel Salim, Mohd Razman Sampurna Bangun Sarjono Puro Sembiring, Kristiana Sembiring, Kristina Sempurna Bangun Sempurna Bangun Siahaan, Herianto Sianturi, Gestan Sihotang, Parlindungan Silaen, Joshua Riski Simanjuntak, Manlian R. A. Sitepu, Barnet Sitohang, Oloan Sitti Wardiningsih Situmorang, Henry Maurice Soenarto, Bambang Sopar Butarbutar Sri Wiwoho Mudjanarko, Sri Wiwoho Styaji, Hary Subkhan Subkhan Sugeng Riyadi Sunadi, Fajar Sidiq Surbakti, Simon Surono, Awal Syahairony, M. Syahroni, Alif Ihsan Tini Gustini Tjahjani, AR Indra Tuheteru, Kadir Wibawa Mukti, Aditya widyantoro, satrio William, Martin Richardo Wujaya, Kinanti Wyldan, Akhmad Adam Xena S P, Canda Yudi Firmansyah Yulianto Bastian Zai Yulianto Yulianto