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All Journal Jurnal Teknik Sipil AGREGAT Menara: Jurnal Teknik Sipil Nusantara Science and Technology Proceedings Advance Sustainable Science, Engineering and Technology (ASSET) Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Teknik Sipil Jurnal Teknik Sipil KERN : Jurnal Ilmiah Teknik Sipil Jurnal Talenta Sipil Innovative: Journal Of Social Science Research Jurnal Civil Engineering Study RESLAJ: Religion Education Social Laa Roiba Journal Sustainable Civil Building Management and Engineering Journal Journal of Civil Engineering and Vocational Education Jurnal Teknik Sipil
Fithri Estikhamah
Universitas Pembangunan Nasional Veteran Jawa Timur
Religion Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Journal : Nusantara Science and Technology Proceedings

 1 
Estimation of Bearing Capacity of Pile with Variation of Shape on Cohesive Soil Based on the Result of CPT Test (Study Case: Gunung Anyar District) Dian Purnamawati Solin; Fithri Estikhamah
Nusantara Science and Technology Proceedings International Seminar of Research Month 2021
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2022.2458

Abstract

The bearing capacity of soil provides the most important output for soil investigation. Bearing capacity becomes a reference in designing the substructure of the structure. Therefore, it is necessary to have a capable bearing capacity analyzed by varying the shape of the foundation to provide a clear description of the highest bearing capacity of all the variations presented. In this study, a soil investigation was carried out by using the Cone Penetration Test from several distribution locations in Gunung Anyar District Area, where it is well known as cohesive soil which has a lower bearing capacity compared to non-cohesive soil. Based on this analysis, it shows that the pile foundation using a square cross-section will provide a greater value for the pile bearing capacity. Increasing the dimensions of the cross-sectional shape, it will provide a greater value for the carrying capacity of the pile as well. This is evidenced at a depth of 16.4 m, for a square cross-sectional dimension of 0.4 m it gives a value of 80.49 tons, while for a cross-sectional dimension of 0.6 m it gives a value of 164.736 tons.
Analysis of Railway Service Levels Due to Double Track Construction at Sepanjang-Mojokerto Segment Estikhamah, Fithri; Zainab, Siti; Wardhani, Primasari Cahya; Utomo, Nugroho; Solin, Dian Purnamawati
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4157

Abstract

Railways in Indonesia still show problems, such as time delays. To make train services in Indonesia better, government efforts are needed, one of which is the development of new infrastructure, such as the construction of a double-track train such as Sepanjang to Mojokerto segment. So it is necessary to analyze the level of service both in existing conditions and after construction. The analysis was carried out in two conditions, namely, full single track and full double track. For full double-track reference, a simulation is carried out with an auxiliary program, namely the Railway Operation Simulator (ROS). By entering data in the form of station layouts, train facilities, and signaling systems and blocks. Based on the analysis results, it shows that the double track in the Sepanjang-Mojokerto segment affects the level of service. The prediction of service levels for the Sepanjang-Mojokerto segment shows that three road plots have LoS A. So, overall, with the construction of the double track, this segment is operating below capacity and has low traffic.
Analysis of Railway Service Levels Due to Double Track Construction at Sepanjang-Mojokerto Segment Fithri Estikhamah; Siti Zainab; Primasari Cahya Wardhani; Nugroho Utomo; Dian Purnamawati Solin
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4157

Abstract

Railways in Indonesia still show problems, such as time delays. To make train services in Indonesia better, government efforts are needed, one of which is the development of new infrastructure, such as the construction of a double-track train such as Sepanjang to Mojokerto segment. So it is necessary to analyze the level of service both in existing conditions and after construction. The analysis was carried out in two conditions, namely, full single track and full double track. For full double-track reference, a simulation is carried out with an auxiliary program, namely the Railway Operation Simulator (ROS). By entering data in the form of station layouts, train facilities, and signaling systems and blocks. Based on the analysis results, it shows that the double track in the Sepanjang-Mojokerto segment affects the level of service. The prediction of service levels for the Sepanjang-Mojokerto segment shows that three road plots have LoS A. So, overall, with the construction of the double track, this segment is operating below capacity and has low traffic.
Co-Authors Achmad Bastomy Ibrahim Achmad Dzulfiqar Alfiansyah Alfarikhi, Mufid Andre Gunawan Anna Rumintang Aryaseta, Bagas Aryaseta, Bagas Brouwer, Rifky Fadhiel Citrawati, Dwi Desanta, Dewa Fabian Firsta Desanta Dian Purnamawati Solin Hendrata Wibisana Ibnu Sholichin Ibnu Sholichin Ibnu Solichin Jahja, Annisa Zalsabilla Lutfiah, Yasmine Anisatul Ma'arif, M. Samsul Maryuni, Deby Lelita Misela, Adinda Muhamad Alif Rifaldi Nugroho Utomo Nugroho Utomo Nugroho Utomo Nugroho Utomo Prameswari, Azzuma Prasodjo, Kevin Daffarial Purnomo, Farid Eko Putra, Dewangga Andya Mahendra Ramadhan, Hernawan Bachtiar Rumintang N, Anna Rumintang, Anna Salsabila Kharidah Dhestanti Sholichin, Ibnu Siti Zainab Siti Zainab Siti Zainab, Siti Sumaidi Sumaidi Sumaidi Syada Taruna Achdan Syafira Salsabilla, Syafira Utomo, Nugroho Yasin, Muhammad Rizal Yunita Tri Hapsari Zabda Dimas Anugrah Illahi