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Jurnal Ilmiah Nusantara
Published by CV Kampus Akademik Publising
ISSN : 30479673     EISSN : 30477603     DOI : https://doi.org/10.61722/jinu.v1i4.1570
Core Subject : Economy, Science, Education, Social,
Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Languange, Linguistic, Communication & Media Social Sciences
JURNAL ILMIAH NUSANTARA (JINU), adalah jurnal yang ditujukan untuk publikasi artikel ilmiah yang diterbitkan oleh Kampus Akademik Publising .Jurnal Ilmiah Nusantara ( JINU) merupakan platform publikasi jurnal Karya suatu hasil penelitian orisinil atau tinjauan Pustaka yang ditulis oleh dosen atau mahasiswa. Ruang lingkup karya yang diterbitkan mencakup Multidisiplin diantaranya yaitu: Manajemen, Ekonomi, Ekonomi Syariah, Akuntansi, Kewirausahaan, Bisnis, Ilmu Sosial Humaniora, Sastra, Bahasa, Pertanian, Kesehatan, Psikologi, Peternakan, perikanan, Politik, Pendidikan, Ilmu Teknik, Sistem Informasi, Teknik Elektro dan Informatika, Desain Komunikasi Visual, Hukum.
Arjuna Subject : Umum - Umum
Articles 925 Documents
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Pengaruh Kekerasan Agregat Kasar Quarry Laha Dan Quarry Passo Terhadap Mutu Beton Rencana Latuapo, Aji Samad; Soumokil, Musper David; Tuanakotta, Abraham
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4053

Abstract

The quality of concrete is influenced by the quality of the aggregate and the properties of the aggregate will vary according to geological, geographical and climatic conditions. Material from Quarry Laha and Quarry Passo is often used as construction material for concrete and other infrastructure in the city of Ambon and its surroundings. As a location where this material is frequently used, the quality of this material needs to be tested before being used as a base material for mixing concrete so that it meets the specifications determined for construction and infrastructure development.The purpose of this case study is to determine the hardness value of Quarry Laha and Quarry Passo coarse aggregates on the quality of K-250 concrete and to know and understand the physical and mechanical properties of coarse aggregates and their influence on the quality of K-250 concrete.In this research, the test used six test objects, namely three test objects for Quarry Laha and three test objects for Quarry Passo, the mixture ratio used for Quarry Laha was 1 : 1.4 : 2.7 : 0.5 while Quarry Paaso was 1 : 1.3 : 2.4 : 0.6 with an abrasion value for Quarry Laha of 18% and Quarry Passo of 26%, and the average compressive strength value of concrete for Quarry Laha was 24.68 Mpa and Quarry Passo of 24.10 Mpa. These results show that hard aggregate produces high compressive strength of concrete and vice versa.
Analisis Faktor Keterlambatan Menggunakan Metode CPM pada Proyek Konstruksi Bangunan Gedung RKB MIN 5 Maluku Tengah Kapitanhitu, Maryam; Saleh, La Mohamat; Abdin, Maslan
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4056

Abstract

A construction project is a series of interrelated activities to of interrelated activities to achieve goals within certain time, cost, and quality constraints. Constraints can also of a building. The construction of a classroom construction project with the aim of producing a physical building that meets the requirements of quality, cost, and time. Project delays caused by service providers, service users, and other parties involved in project activities can result in additional contract time and costs. Where delays in the project always result in losses experienced by all parties involved in the project. In this case, it is about what causes delays, demands for completion time and completion costs. Therefore, this research will analyze the delay factors using the CPM method on the RKB min 5 malteng building construction project which includes the levels of delay in the project.
Analisa Stabilitas Dinding Penahan Tanah Ruas Jalan Kambelu-Nasiri Kecamatan Huamual Kabupaten Seram Bagian Barat Talaud, Aprilia Agnes; Maitimu, Anthoneta; Latar, Sjafrudin
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4070

Abstract

The Kambelu Hamlet-Nasiri Hamlet road section is a road section that connects several hamlets in Huamual Balik District, West Seram Regency. Functional length 1200m ( STA 00+000 – 01+200) and paving width 4m. This road section often occurs landslides on the slopes around the road section, especially at STA 00+300, STA 00+350, STA 00+400. There was one point that experienced a severe landslide at STA 00+400. This study is to analyze the appropriate soil retaining wall on the Kmbelu - Nasiri road, Huamual Balik District, West Seram Regency.The methods (SNI) for moisture content testing (SNI 1965:2008), content weight testing (SNI 03-3637-1994), specific gravity testing (SNI 1964:2008), filter analysis testing (SNI ASTM C136:2012), atterberg limit testing (SNI 1967:2008) and soil compaction testing (SNI 1742:2008). The methods used are the Rankine method and the Terzhagi method. The distribution of active and passive lateral soil pressure is active soil pressure (Pa) = 75.751 active soil moment = 151.50 kN/ passive soil pressure = 21.042 kN/ passive soil moment = 7.007 kN/ The design of the soil retaining wall is a cantilever type with dimensions, H = 6 m, B = 4 m. The planned type and dimensions have been adjusted to the dimensions of the landslide on the Kambelu - Nasiri STA 00 + 400 road section. And the results of stability to shear force = 2.621 ≥ 2.0 (safe), stability to rolling force ≥ 2.0 (safe) and stability to ground carrying capacity Qult = 868.333 > 108.488 are said to be safe because the maximum Q value is no more than the Qult value.
PENGARUH POLA ASUH SANTRI TERHADAP MOTIVASI BELAJAR SANTRI DI MTs DARUNNAJAH 2 CIPINING Nur Khafidoh; Arizqi Ihsan Pratama; Mustafa Zahir; Ahmad Farid
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4074

Abstract

Santri Parenting is a parenting pattern that applies in the family, interactions between parents and children during parenting activities, forms of parenting patterns include authoritarian parenting, democratic parenting, and permissive parenting. individual / someone to carry out activities that can support the achievement of goals, and the circumstances contained within a person that encourage activities to achieve a goal This research approach uses quantitative survey method. The sample research in this study used a population of all students of class VIII and IX of MTs Darunnajah 2 Cipining 33 students. Data collection techniques were carried out by questionnaires and documentation. The research procedure begins with the preparation of the grid, the preparation of the instrument, conducting the trial, the test results are tested for validity and reliability, improving the instrument, then the instrument is used to collect data. The results of the calculation are obtained by the regression equation = 25,898 + 0,416 X. And the results of regression testing using product moment regression, it can be seen that the regression price (ryx) = = 0,930 with a probability value (Sig. Fchange) = 0,000. Because the value of sig. Fchange < 0.05, then the decision is H1: accepted and H0 is rejected. It means significant. So it can be concluded that the Parenting Santri has a positive and significant effect on the Students' Learning Motivation. The value of the simple correlation coefficient of rxy = 0.930 and the significance test of variance was 86.4% while the remaining 13.6% Students' learning motivation was influenced by other variables.
PENGELOLAAN PROGRAM TAHFIDZ DALAM MEMBENTUK KARAKTER ISLAMI SISWA DI STP SD KHOIRU UMMAH BOGOR Syarifatul Mubarokah; Nailil Muna Shalihah; Musthafa Zahir; Ahmad Farid
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4075

Abstract

Guru memberikan metode khusus agar siswa tidak merasakan bosan ketika menghafalakan Al-Qur’an. Metode yang diterapkan adalah metode Talaqi dan Murojaah untuk melatih siswa dalam menambah dan mengulang hafalan. Metode Talaqi dan Murojaah merupakan suatu cara untuk memperlancar hafalan dan mempertajam hafalan. Menghafal Alquran adalah sebuah cara mengulang-ngulang bacaan Alquran baik dengan metode membaca atau dengan metode mendengar, alhasil bacaan tersebut mampu menyatu pada ingatan serta mampu diucapkan maupun diulang kembali tanpa melihat mushaf Alquran. Pada hakikatnya tahfidz maupun menghafal Alquran adalah membaca maupun mendengar secara berulang-ulang ayat suci Al-quran hingga hafal di luar kepala yang dibimbing oleh seorang Hafidz. Dengan menghafal, jiwa serta otak kita akan terus meresap lantunan ayat-ayat suci Alquran yang diulang dengan cara terus-menerus oleh lidah. membentuk karakter islami melalui progam tahfidz dapat dibentuk oleh lingkungan seperti apa seandainya lingkungannya tahfidzul Qur’an maka akan menjadi karakter yang baik dan islami karena proses pembentukkannya religius.Penelitian ini bertujuan untuk mengetahui pengelolaan program Tahfidz di STP SD Khoiru Ummah, Mengetahui upaya yang dilakukan dalam membentuk karakter islami siswa. Tempat penelitian di STP SD Khoiru Ummah Bogor. Metode penelitian ini menggunakan pendekatan kualitatif deskriptif. Penelitian ini dilatarbelakangi dengan adanya program Tasmi’ yang diterapkan di STP SD Khoiru Ummah.
OPTIMALISASI PENGGUNAAN WEBSITE E-COMMERCE SEBAGAI KATALOG PRODUK DIGITAL DAN MEDIA PEMASARAN BUSANA ADAT BALI PADA DEPO UDENG CES Putu Eka Suryadana; Wayan Gede Suka Parwita; Ritra Trees Ari; Gede Sugita Aryandana
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4081

Abstract

Abstract. Balinese traditional clothing is one of Bali's cultural heritages that has developed in terms of users and manufacturing. Depo Udeng Ces is one of the retail industries engaged in the sale of Balinese traditional clothing. Currently, Depo Udeng Ces serves the sale of Balinese traditional clothing both offline and online. Depo Udeng Ces in making online sales uses social media such as Instagram, TikTok and Whatsapp. The disadvantage of using Instagram social media as a product catalog is that it cannot group each product into a category. In addition, not all products can be displayed, and cannot sort products by name, price and number of purchases. E-commerce is an effective solution in dealing with product catalog problems digitally. Interview techniques are used to obtain buyer needs to handle product catalog problems in the transaction process. This study produces an e-commerce website that is useful according to needs. Beta trials and user satisfaction surveys will be used as a reference to assess the level of success of this study. The results of this study are the design of an e-commerce website that accommodates the needs of a digital product catalog at Depo Udeng Ces and search media. This is supported by data from the overall response of e-commerce website users, which obtained results that 73% of users strongly agreed and 26.7% of users agreed with the development results carried out. Abstrak. Busana adat Bali merupakan salah satu dari warisan budaya Bali yang mengalami perkembangan dari sisi pengguna dan manufaktur. Depo Udeng Ces merupakan salah satu industri retail yang bergerak di bidang penjualan busana adat Bali. Saat ini Depo Udeng Ces melayani penjualan busana adat Bali melalui offline maupun online. Depo Udeng Ces dalam melakukan penjualan secara online menggunakan sosial media seperti instagram, tiktok dan Whatsapp. Kelemahan dari menggunakan sosial media instagram sebagai katalog produk adalah tidak dapat mengelompokan masing-masing produk ke dalam sebuah kategori. Selain itu tidak semua produk dapat ditampilkan, serta tidak dapat mengurutkan produk berdasarkan nama, harga dan jumlah pembelian. E-commerce menjadi solusi efektif dalam menangani masalah katalog produk secara digital. Teknik wawancara digunakan untuk memperoleh kebutuhan pembeli untuk menangani permasalah katalog produk dalam proses transaksi. Penelitian ini menghasilkan website e-commerce yang bermanfaat sesuai dengan kebutuhan. Uji coba beta dan survei kepuasan pengguna akan digunakan sebagai acuan untuk menilai tingkat keberhasilan penelitian ini. Hasil dari penelitian ini adalah perancangan website e-commerce mengakomodir kebutuhan katalog produk secara digital pada Depo Udeng Ces dan media pencarian. Hal ini didukung oleh data hasil respon pengguna website e-commerce secara keseluruhan yang memperoleh hasil 73% pengguna sangat setuju dan 26.7% pengguna setuju dengan hasil pengembangan yang dilakukan.
Desain Rekayasa Detail Dinding Penahan Tanah Ruas Jalan Dusun Tapinalu- Ulatu Kecamatan Huamual Kabupaten Seram Bagian Barat Supusepa, Winaefelia; Siahaya, Vera Theresia Caroline; Latar, Sjafrudin
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4096

Abstract

The road section of Tapinalu-Ulatu Hamlet, located in Luhu Village, Huamual District, Seram Bagian Barat Regency, has a length of 3.1 km and a width of 4.5 m. On the right side of the road, there is a hill and steep slope that caused a landslide at STA 01+150-01+165, with a landslide width of 11 m and a height of 7 m, disrupting road users' activities. This study aims to determine the appropriate type of retaining wall and produce a detailed engineering design.The methods used include calculating active and passive earth pressures using the Rankine method, assessing soil bearing capacity stability with Terzaghi's equation, determining retaining wall dimensions using SNI 2860:2017 standards, and estimating construction costs using the AHSP 2022 Bina Marga method.The results show that the most suitable type of retaining wall for the Tapinalu-Ulatu Hamlet road section is the cantilever retaining wall. The wall meets safety requirements for sliding stability (2.32 ≥ 2 ), overturning stability (2.16 ≥ 2), and bearing capacity (6.88 > 3). The detailed engineering design includes a preliminary design with dimensions: height = 7 m, footing height = 1 m, top width = 0.3 m, base width = 4.8 m, toe width = 1.6 m, and heel width = 2.4 m. The construction cost for the cantilever retaining wall is estimated at IDR 1,913,223.96 m.
Peningkatan Kemampuan Pemecahan Masalah Matematis Siswa Melalui Pendekatan TaRL Menggunakan Problem-Based Learning Fitri Fitri; Suciati Suciati; Arief Ertha Kusuma; Herdiansyah Herdiansyah; Yansar Yansar
JURNAL ILMIAH NUSANTARA Vol. 1 No. 6 (2024): November
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v1i6.4099

Abstract

This research investigates enhancing students' mathematical problem-solving skills through the Teaching at the Right Level (TaRL) approach, utilizing the Problem-Based Learning (PBL) model focused on social arithmetic. The study involved 31 seventh-grade students at SMP Negeri 1 Tarakan during the 2023/2024 academic year and followed the Kemmis & Taggart PTK model, comprising planning, action, observation, and reflection across two cycles. Implementation success criteria were defined as 75% of students scoring ≥ 74. In the first cycle, there was a slight decrease (3%) in students achieving this score; however, the second cycle showed a 12% improvement. Ultimately, 97% of students scored ≥ 74, averaging 91.78. These findings indicate that integrating the TaRL approach with the PBL model effectively enhances the mathematical problem-solving skills of junior high school students in social arithmetic
Perhitungan Tebal Perkerasan Ruas Jalan Taeno-Wakal, Ambon Maluku Rumbara, Isdam; Tuasuun, Septo Christoffel; Matitaputty, Apri Adam
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4104

Abstract

Roads as one of the transportation infrastructures that play an important role in people's lives in increasing economic activities in a place because they help people to go or send goods faster to their destinations. With the construction of this road, it is expected to increase and accelerate the distribution of agricultural products, plantations and basic needs of the surrounding community. Road pavement is a layered structure located above the base soil, there is a top foundation layer and a bottom foundation layer, each layer consisting of compacted aggregates that function to channel stress due to wheel loads. There are 3 types of road pavement, asphalt or flexible pavement, composite (Composite pavemet) and concrete/rigid pavement. In determining the thickness of flexible pavement, there are several methods to use, including in this study using the component method and the MDP 2017 method. The location of this research is located in Taeno, Ruma Tiga Village, Teluk Ambon District, Maluku Province, along 3.075 km, with a road width of 5 meters. The results of the 2017 MDP method pavement layers for new road pavements were obtained for the AC-WC surface layer, which was 4.5 cm, the Class A aggregate top base layer was 40 cm, and the selected embankment bottom base layer was 10 cm.Keywords: road pavement, Transportation, component method, MDP 2017.
Analisis Perbandingan Biaya dan Waktu Pekerjaan Antara Box Culver Convensional dan Box Culver Pra Cetak Pada Proyek Pembangunan Jalan Oma – Wassu Pulau Haruku Hattu, Glen Michell; Lewakabessy, Godfried; Kakaly, Sulastri
JURNAL ILMIAH NUSANTARA Vol. 2 No. 1 (2025): Jurnal Ilmiah Nusantara
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jinu.v2i1.4107

Abstract

In the thesis research analysis of the comparative cost and time of work between conventional box culverts and precast box culverts in the Oma – Wassu Road Construction Project, Haruku Island, there are two concrete work methods used, namely the conventional method and the precast method. If it is in the field, printing or casting area is needed, but if it is done in a factory, it does not require land, but requires transportation, transportation. For precast construction, the implementation is faster than conventional construction because the production process can be carried out simultaneously with the implementation of the structure.Through this study, an analysis of the cost and time required for Box Culvert work will be carried out to determine the level of efficiency and effectiveness between the conventional method and the precast method, as a reference for consideration and input for companies in making decisions related to project implementation methods. Through this study, an analysis of the cost and time required for Box Culvert work will be carried out to determine the level of efficiency and effectiveness between the conventional method and the precast method, as a reference for consideration and input for companies in making decisions related to project implementation methods. From the results of the research on the cost budget comparison plan that has been carried out, it can be concluded, first, that the cost for the implementation of conventional box culvert work is Rp. 200,154,452,000, while for the implementation of precast box culvert work is Rp. 1,520,908,000. The second is for the implementation time of conventional concrete box culvert work on the Oma – Wassu Road Construction Project for mobilization for 9 weeks plus Divisions 3 and 7 for 2 weeks, then the total is 11 weeks of work and the implementation of pre-cast box culverts is 15 weeks of work.

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