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Pemetaan Kawasan Kumuh Menggunakan Metode AHP dan GIS di Kota Tanjungbalai Adinda Juwita Nasution; Ahmad Perwira Mulia
Jurnal Syntax Admiration Vol. 2 No. 9 (2021): Jurnal Syntax Admiration
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/jsa.v2i9.308

Kawasan kumuh yang terjadi di Kota Tanjungbalai dikarenakan salah satunya kurangnya kesadaran masyarakat di Kota Tanjungbalai sehingga sampai saat ini masih banyak lingkungan yang terindikasi kawasan kumuh yang sangat tinggi. Kawasan permukiman penduduk yang semakin padat dan kotor, kondisi jalan yang semakin buruk dan drainase yang penuh dengan sampah merupakan tanda-tanda kekumuhan. Untuk penanganannya perlu ada analisa terhadap faktor apa saja yang menyebabkan hal itu terjadi sehingga upaya penanganan dan pencegahan dapat tepat sasaran. Studi ini bertujuan menentukan kawasan berdasarkan ketertinggalan dan kekumuhan dengan beberapa tingkatan yaitu kawasan sangat tinggi, kawasan tinggi, kawasan sedang, kawasan rendah dan kawasan sangat rendah menggunakan metode AHP dan GIS. Penelitian ini dilakukan secara kualitatif dengan menggunakan mengumpulkan data primer dan sekunder yang kemudian akan diolah dengan metode AHP dan GIS. Kawasan yang berdasarkan ketertinggalan terdiri dari 4 kriteria dan 22 sub-kriteria sedangkan kawasan berdasarkan kekumuhan terdiri dari 1 kriteria dan 7 sub-kriteria. Dari hasil analisa diperoleh kawasan yang berdasarkan ketertinggalan yaitu: kawasan sangat tinggi 53 lingkungan, kawasan tinggi 69 lingkungan, kawasan sedang 45 lingkungan, kawasan rendah 13 lingkungan, dan kawasan sangat rendah 7 lingkungan dan kawasan berdasarkan kekumuhan maka diperoleh sebagai berikut: kawasan sangat tinggi 11 lingkungan, kawasan tinggi 90 lingkungan, kawasan sedang 68 lingkungan, kawasan rendah 14 lingkungan dan kawasan sangat rendah 11 lingkungan

Pemakaian Serbuk Ban Untuk Paving Blok Bentuk Heksagon (Segi Enam) Ridho Rahman, Tengku Muhammad Fahri, Adinda Juwita Nasution,
Jurnal Pusat Studi Pendidikan Rakyat Volume 4 Nomor 1 Februari 2024
Publisher : CV. PUSDIKRA MITRA JAYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51178/jpspr.v4i1.1715

Paving blocks are one of the elements that are often found in building structures, because paving blocks are easy to print and maintain. Paving blocks mixed with tire powder have a light weight so that they do not overload the structure in building construction.This study aims to test the strength of paving blocks in the laboratory mixed with tire powder with a content of 0%, 5%, 10%, 20%, and 30% of the volume of sand. The paving blocks tested were hexagon-shaped. The results showed the same trend as shown by previous studies. The more tire powder content in the paving block, the shock strength of the paving block increases along with the addition of tire powder from 20 blows at 0% tire powder content to 58 blows at 30% tire powder content. Of the paving block shapes, hexagon-shaped paving blocks have better performance. The hexagon shape paving blocks produced in this study include quality B paving blocks in accordance with SNI 03-0691-1996 which can be used for parking lot and yard equipment.

Rencana Anggaran Biaya (RAB) pada pembangunan Mesjid berdasarkan Harga Satuan Standar Provinsi Sumatera Utara Nasution, Adinda Juwita
Jurnal Mekanova : Mekanikal, Inovasi dan Teknologi Vol 9, No 1 (2023): April
Publisher : universitas teuku umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jmkn.v9i1.7642

The construction of a mosque requires careful budget planning so that the project can run smoothly and follow expectations. One of the critical steps in budget planning is to prepare a Cost Budget Plan (RAB) that is accurate and follows the unit price standards applicable in the area. This journal aims to present the RAB on the construction of mosques based on the Standard Unit Price of North Sumatra Province. This study's standard unit price data were obtained from official government sources and related institutions. The methodology used in this study includes field surveys, unit price data collection, and budget planning analysis. Field surveys were conducted to identify the needs of mosque construction and get a clear picture of the required specifications. Unit price data on building materials, construction work, and labour are obtained from reliable sources. Next, a budget planning analysis is carried out to calculate the estimated total cost of the mosque construction project. The results showed that the RAB on the construction of mosques based on the Standard Unit Price of North Sumatra Province provides accurate cost estimates and can be used as a guide in budget planning. The RAB includes costs for building materials such as bricks, cement, sand, and concrete iron, construction work such as installing roofs, floors, and walls, and the labour required in the construction process. This research is expected to contribute to the budget planning of mosque construction in North Sumatra and become a reference for parties involved in similar projects. By having an accurate RAB, it is hoped that the mosque's construction can run smoothly and efficiently per the plan set.

Exploring the Slum Formation in Medan: A Literature Review in Urban Planning and Society Astari, Suci; Nasution, Adinda Juwita
Humanities & Language: International Journal of Linguistics, Humanities, and Education Vol. 1 No. 2 (2024): Humanities & Language: International Journal of Linguistics, Humanities, and Ed
Publisher : Abdul Media Literasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32734/qqkvxw08

This article delves into the intricate issue of slum formation in Medan, Indonesia, exploring the challenges and opportunities in addressing this pressing urban problem. Drawing from a comprehensive literature review in urban planning and society, it elucidates the multifaceted factors contributing to the emergence of slums in Medan. These factors include high urbanization rates, limited access to basic amenities, low socioeconomic conditions, and inadequate spatial planning. Moreover, the article examines the adverse impacts of slum areas on both society and the environment, encompassing social, economic, and environmental ramifications. Despite facing complex challenges, there are opportunities to enhance the effectiveness of slum area mitigation programs in Medan. Collaborative efforts across sectors, utilization of technology, and community empowerment emerge as pivotal strategies in tackling this issue. Through strong partnerships among government agencies, NGOs, the private sector, and local communities, along with the application of innovative technological solutions in planning and implementation, a more holistic and integrated approach to slum area mitigation can be achieved. In emphasizing the importance of a comprehensive and sustainable approach to addressing slum areas, this article underscores the significance of collective action in designing solutions. By leveraging collaborative efforts and innovative approaches, it aims to foster the creation of inclusive, sustainable, and humane urban environments for all residents of Medan.

Pengaruh Penambahan Serbuk Ban terhadap Berat dan Daya Absorbsi pada Conblok Balok Persegi Empat Adinda Juwita Nasution; Rizky Rahmadsyah Sinulingga
Elektriese: Jurnal Sains dan Teknologi Elektro Vol. 14 No. 02 (2024): Artikel Riset Edisi Oktober 2024
Publisher : Information Technology and Science (ITScience)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47709/elektriese.v14i02.4912

Conblok merupakan salah satu elemen yang sering ditemukan dalam struktur bangunan, karena conblok mudah untuk dicetak, diaplikasikan dan dirawat. Conblok yang dicampur dengan serbuk ban mempunyai berat yang lebih ringan sehingga tidak menambah beban struktur pada suatu konstruksi bangunan. Penelitian ini bertujuan untuk menguji perbandingan massa dan daya absorbsi/daya serap air dengan menggunakan campuran serbuk ban dengan persentase sebesar 0%, 10%, 20% dan 30% dari volume aggregat halus/pasir. Adapun conblok yang menjadi objek pembuatam dan pengujian ini berbentuk balok persegi empat. Hasil penelitian menunjukkan bawa semakin tinggi persentase campuran kandungan serbuk ban pada suatu conblok membuat massa dari conblok tersebut menjadi semakin ringan dan membuat daya absorbsi/daya serap air menjadi lebih rendah. Perbandingan persentase campuran serbuk ban yang digunakan pada pembuatan benda uji pada penelitian ini yaitu 0%, 10%, 20% dan 30% terhadap volume aggregat halus/pasir. Jumlah limbah ban terus meningkat setiap tahun. Limbah ban merupakan material yang tidak dapat diuraikan oleh organisme. Limbah ban yang diolah menjadi serbuk ban diharapkan menjadi material yang membuat conblok menjadi lebih ringan dan memiliki daya absorbsi yang rendah. Metode penelitian yang digunakan adalah metode eksperimental, yaitu metode penelitian kuantitatif yang digunakan untuk mengetahui pengaruh penambahan serbuk ban terhadap berat dan daya absorbsi pada conblok balok persegi empat. Persentase 30% material serbuk ban terhadap aggregat halus yang terkandung dalam sebuah conblok menyebabkan penurunan berat basah dan berat kering tertinggi dalam pengujian. Semakin tinggi material serbuk ban yang terkandung dalam sebuah conblok membuat massa conblok tersebut semakin ringan dan membuat daya absorbsi semakin rendah.

Pengaruh Penambahan Serbuk Ban terhadap Berat dan Daya Absorbsi pada Conblok Balok Persegi Empat Nasution, Adinda Juwita; Sinulingga, Rizky Rahmadsyah
Elektriese: Jurnal Sains dan Teknologi Elektro Vol. 14 No. 02 (2024): Artikel Riset Edisi Oktober 2024
Publisher : Yayasan Cita Cendekiawan Al Khwarizmi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47709/elektriese.v14i02.4912

Conblok merupakan salah satu elemen yang sering ditemukan dalam struktur bangunan, karena conblok mudah untuk dicetak, diaplikasikan dan dirawat. Conblok yang dicampur dengan serbuk ban mempunyai berat yang lebih ringan sehingga tidak menambah beban struktur pada suatu konstruksi bangunan. Penelitian ini bertujuan untuk menguji perbandingan massa dan daya absorbsi/daya serap air dengan menggunakan campuran serbuk ban dengan persentase sebesar 0%, 10%, 20% dan 30% dari volume aggregat halus/pasir. Adapun conblok yang menjadi objek pembuatam dan pengujian ini berbentuk balok persegi empat. Hasil penelitian menunjukkan bawa semakin tinggi persentase campuran kandungan serbuk ban pada suatu conblok membuat massa dari conblok tersebut menjadi semakin ringan dan membuat daya absorbsi/daya serap air menjadi lebih rendah. Perbandingan persentase campuran serbuk ban yang digunakan pada pembuatan benda uji pada penelitian ini yaitu 0%, 10%, 20% dan 30% terhadap volume aggregat halus/pasir. Jumlah limbah ban terus meningkat setiap tahun. Limbah ban merupakan material yang tidak dapat diuraikan oleh organisme. Limbah ban yang diolah menjadi serbuk ban diharapkan menjadi material yang membuat conblok menjadi lebih ringan dan memiliki daya absorbsi yang rendah. Metode penelitian yang digunakan adalah metode eksperimental, yaitu metode penelitian kuantitatif yang digunakan untuk mengetahui pengaruh penambahan serbuk ban terhadap berat dan daya absorbsi pada conblok balok persegi empat. Persentase 30% material serbuk ban terhadap aggregat halus yang terkandung dalam sebuah conblok menyebabkan penurunan berat basah dan berat kering tertinggi dalam pengujian. Semakin tinggi material serbuk ban yang terkandung dalam sebuah conblok membuat massa conblok tersebut semakin ringan dan membuat daya absorbsi semakin rendah.

Analysis of Construction Management Functions in Commercial Building Development Projects in Medan City Gultom, Roi Yanto; Nasution, Adinda Juwita; Fahri, Tengku Muhammad
Jurnal Ar Ro'is Mandalika (Armada) Vol. 5 No. 2 (2025): JURNAL AR RO'IS MANDALIKA (ARMADA)
Publisher : Institut Penelitian dan Pengembangan Mandalika Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59613/armada.v5i2.4942

Commercial buildings are buildings that accommodate various commercial functions such as villas, hotels, resorts, trade, office space for rent, and others. according to its type, a commercial building is a building that is planned and designed to bring benefits to the owner and its users. On the basis of this premise, the design of commercial buildings considers nine aspects. the factors that must be considered in the construction of commercial buildings and the actions taken so that the construction management function has a significant effect on the success of internal commercial building construction projects project development from its understanding, construction management applies management functions to a project by utilizing resources effectively and efficiently to achieve project objectives. the main objective of construction management is to manage management functions effectively and efficiently so as to obtain optimal results in accordance with the agreement with the project owner. The sampling technique chosen was Interview/Questionnaire and Primary Data. In this study, a sample of25 respondents from several different construction service companies was required. based on Company Status, type of company, company work experience, aspects of work equipment, capital / finance, HR (Human Resources). Analysis of construction management factors in the construction of commercial buildings in the city of Medan. Analysis of questionnaire data taken from 25 respondents was processed with Microsoft Office Excel 2010.

Pengaruh Penggunaan Crumb Rubber sebagai Substitusi Agregat Halus terhadap Kuat Tekan Beton Tidak Bertulang Suganda, Defri; Fahri, Tengku Muhammad; Nasution, Adinda Juwita; Ridha, Muhammad Abdhi; Hutasuhut, Syafrida Hanum
SPROCKET JOURNAL OF MECHANICAL ENGINEERING Vol 7 No 1 (2025): Edisi Agustus 2025
Publisher : Program Studi Teknik Mesin, Universitas HKBP Nommensen, Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36655/sprocket.v7i1.1878

This study aims to analyze the effect of using crumb rubber (used tire powder) as a partial substitution of fine aggregate in unreinforced concrete. especially compressive strength and concrete weight. Crumb rubber variations used were 0%, 5%, 15%, and 25% of the volume of fine aggregate. Tests were conducted on 15 cm × 30 cm cylindrical specimens treated for 28 days. The main parameters tested included compressive strength and water absorption. The results showed that the addition of crumb rubber decreased the compressive strength of concrete significantly, the highest compressive strength was obtained in normal concrete (25.8 MPa), while the mixture of 25% crumb rubber produced the lowest compressive strength (3.9 MPa). However, it provides advantages in terms of lighter specific gravity and better water absorption. However, the addition of crumb rubber reduced the weight of the concrete by 19.4%. The use of crumb rubber at 5% is considered the most optimal alternative with a decrease in compressive strength that is still within the tolerance limit for non-structural concrete. This research supports the utilization of waste tires as an effort to support sustainable development. Keywords: crumb rubber, non-reinforced concrete, waste tires, compressive strength, lightweight concrete

Pemakaian Serbuk Ban Untuk Paving Blok Bentuk Heksagon (Segi Enam) Ridho Rahman, Tengku Muhammad Fahri, Adinda Juwita Nasution,
Jurnal Pusat Studi Pendidikan Rakyat Volume 4 Nomor 1 Februari 2024
Publisher : CV. PUSDIKRA MITRA JAYA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51178/jpspr.v4i1.1715

Paving blocks are one of the elements that are often found in building structures, because paving blocks are easy to print and maintain. Paving blocks mixed with tire powder have a light weight so that they do not overload the structure in building construction.This study aims to test the strength of paving blocks in the laboratory mixed with tire powder with a content of 0%, 5%, 10%, 20%, and 30% of the volume of sand. The paving blocks tested were hexagon-shaped. The results showed the same trend as shown by previous studies. The more tire powder content in the paving block, the shock strength of the paving block increases along with the addition of tire powder from 20 blows at 0% tire powder content to 58 blows at 30% tire powder content. Of the paving block shapes, hexagon-shaped paving blocks have better performance. The hexagon shape paving blocks produced in this study include quality B paving blocks in accordance with SNI 03-0691-1996 which can be used for parking lot and yard equipment.

Evaluating the Impact of Secant Piles on Retaining Wall Safety at Lapangan Merdeka Medan Juwita Nasution, Adinda; Fadlan, Rahmatsyah; Berutu, Habib
Elektriese: Jurnal Sains dan Teknologi Elektro Vol. 15 No. 02 (2025): Artikel Riset Edisi Oktober 2025
Publisher : Yayasan Cita Cendekiawan Al Khwarizmi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47709/elektriese.v15i02.6877

This study investigates the effectiveness of integrating secant piles into retaining wall systems for basement construction, with a specific focus on the Medan Merdeka Square Revitalization Project. As part of a major redevelopment effort in a historically significant urban area, ensuring the structural stability of basement walls is essential to protect both the site and surrounding infrastructure. Secant pile walls, composed of overlapping reinforced concrete piles, offer enhanced lateral resistance and groundwater control compared to conventional retaining structures. The research evaluates wall performance before and after the application of secant piles through geotechnical analysis and engineering stability assessments. The methodology includes determining lateral earth pressure using Rankine’s Theory and conducting stability checks against overturning, sliding, and bearing capacity failure. Soil characteristics, earth pressure coefficients, and relevant safety factors are analyzed to understand how the combined secant pile–reinforced concrete system distributes loads and improves structural performance. Construction methods and sequencing are also considered to ensure minimal disruption to the heritage environment. The results indicate that the retaining wall with added secant piles meets all required stability criteria: sliding resistance is safe, overturning potential is negligible, and bearing capacity is adequate to support the applied loads. Additionally, the recorded deflection value of 0.8 remains within acceptable limits, confirming the structural suitability of the design. Overall, the incorporation of secant piles significantly enhances the stability and reliability of the basement retaining wall, making it appropriate for long-term implementation in the revitalization project.

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