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Journal : Jurnal Talenta Sipil

Analisis Penyelidikan Tanah Box Culvert STA. 4+550 dan STA. 8+575 dengan Sondir Manual Paket I.4 – Pembangunan Jalan Kawasan Industri Terpadu (KIT) Batang Sita, Tisara; Suryan, Viktor; Chandra, Putu Wisnu Ardia
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.487

Abstract

The Government of the Republic of Indonesia is developing the Batang Integrated Industrial Estate (KIT), a national strategic project in the shape of an industrial park. A particularly vital industrial region, the Batang Integrated Industrial Estate (KIT) is situated in the northern economic corridor of Java and has access to the Trans Java Toll Road, the rail network, as well as nearby dry ports and port facilities. In order to connect the roads in the Batang Integrated Industrial Estate (KIT) with district roads and national roads or North Coast roads (Pantura), Package I.4-Road Construction of the Batang Integrated Industrial Estate was constructed. In order to ascertain the pertinent stratigraphic and physical characteristics of the soil on which the construction site was built, a soil investigation was conducted during construction. This process is used to assess whether the soil is stable enough to support the construction of a building. Data will be gathered in the form of soil resistance forces against the sondir or cone layers following an investigation or soil study. The sondir test can also be used to determine the required foundation depth, to precisely determine the original soil's bearing capacity, and to choose the appropriate type foundation to use. Location of Sta. 4+550 has a Box Culvert with sufficient embankment height so that it needs to be replaced as deep as -2.00 meters, while the location of the Box Culvert is at Sta. 8+575 embankment height is higher, it requires analysis of soil bearing capacity and settlement so that the replacement depth and use of mini pile foundation can be determined.
Green Concrete: Residu Pembakaran Sampah Plastik Dan Tekstil Sebagai Pengganti Sebagian Agregat Halus pada Campuran Beton Suryan, Viktor; Septiani, Virma; Nurfitri, Meta Amalia; Amalia, Direstu; Silitonga, Evandri; Chandra, Putu Wisnu Ardia; Febriansyah, Adha
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.348

Abstract

Infrastructures are increasing as the population grows. The demand for building materials from the construction industry is also improving. Building materials like fine aggregates come from nature, such as sand. This research aims to partially replace natural fine aggregates in concrete mixes using plastic waste combustion residues. This research uses an experimental method with a quantitative approach. The test specimens used in this study were 24 pieces with a replacement percentage of 0, 5, 10, and 20% residue. The results of this study show that the average concrete strength for replacement of 0, 5, 10, and 20% is 23.77; 23.15; 19.47; 17.77 Mpa. At 5% replacement of fine aggregate, the percentage of concrete strength reached 97.4% of normal concretes. It can be concluded that concrete strength affects the partial replacement of fine aggregates with residues from the combustion of plastic and textile waste.
Eco Airport Design: Rancangan Gedung Terminal Ramah Lingkungan pada Bandar Udara Suryan, Viktor; Amalia, Direstu; Martadinata, M. Indra; Septiani, Virma; Nurfitri, Meta Amalia; Silitonga, Evandri; Chandra, Putu Wisnu Ardia
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.583

Abstract

Increasing awareness of the importance of environmental conservation has encouraged the development of eco-design concepts in various fields, including air transportation infrastructure. The main focus of this research is to propose an eco-friendly terminal building design for airports using the Eco Airport Design approach. The research will involve case studies of specific airports to investigate the potential and challenges of applying eco-design principles in airport terminals. The research methods used will include observation, environmental data analysis, and the study of related literature. This research aims to develop design guidelines and recommendations that promote energy efficiency, waste reduction, use of eco-friendly materials, layouts that utilize natural air and light, and improve the environmental quality around the airport. The results of this research are expected to significantly contribute to environmental protection efforts in the context of air transportation infrastructure, particularly airport design for tertiary categories or those serving up to one million passengers per year.
Studi Eksplorasi Sistem Drainase Fasilitas Sisi Udara di Bandar Udara: A Systematic Review Chandra, Putu Wisnu Ardia; Suryan, Viktor; Amalia, Direstu; Sari, Anggi Nidya
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.563

Abstract

The Airside is a vital area related to aircraft movement. A drainage system needs to be implemented at each airport to support airside safety. This research aims to find out the drainage system at several airports. The exploration study of the drainage system on the air side uses a qualitative method based on a systematic literature review by comparing studies obtained through Google Scholar in the 2015-2024 period. Then, the author analyzes the issues raised using GAP analysis techniques. The sample airports are Juwata Tarakan Airport, Rahadi Oesman Ketapang Airport, Sultan Muhammad Salahuddin Bima Airport, Kualanamu Deli Serdang Airport, and Husein Sastranegara Bandung Airport. This study found that several factors, including structural damage, inefficiency of channel dimensions, instability of retaining walls, lack of rain catchment areas, and accumulated sedimentation, cause the overflow of water that arises when rain occurs. Therefore, it can be concluded that the airport needs to evaluate the effectiveness of channel dimensions using hydrological and hydraulic analysis methods. In addition to evaluation, the drainage system needs to be maintained, which refers to KP 94 of 2015 and KP 326 of 2019. Drainage maintenance activities can be carried out by cleaning sedimentation, vines, grass, and sediment in the channel to save operational costs and increase the channel's life. In addition, overflows on the air side can be minimized, and the safety of flight operations can be guaranteed.