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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Media Konstruksi : Jurnal Ilmiah Teknik Sipil JURNAL SIPIL SAINS Briliant: Jurnal Riset dan Konseptual Teras Jurnal Jurnal Abdimas BSI: Jurnal Pengabdian Kepada Masyarakat EXTRAPOLASI: Jurnal Teknik Sipil Jurnal Pengabdian Masyarakat Kesehatan Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Astonjadro Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Pensil : Pendidikan Teknik Sipil Jurnal Pengabdian Al-Ikhlas Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Tecnoscienza Buletin Profesi Insinyur Discovery : Jurnal Ilmu Pengetahuan ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Reaktom : Rekayasa Keteknikan dan Optimasi Journal Innovation of Civil Engineering (JICE) Extrapolasi Madiun Spoor : Jurnal Pengabdian Masyarakat Jurnal Pengabdian kepada Masyarakat Politeknik Negeri Batam Jurnal Penelitian Bidang Inovasi & Pengelolaan Industri (Invantri) Journal of Research Applications in Community Services Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Jurnal Masyarakat Madani Indonesia Jurnal Teknologi dan Rekayasa Sumber Daya Air Sewagati Scientica: Jurnal Ilmiah Sains dan Teknologi Jurnal Sains Student Research Jurnal Sipil Terapan JURNAL ILMIAH PENELITIAN MAHASISWA JURNAL MULTIDISIPLIN ILMU AKADEMIK Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Media Konstruksi : Jurnal Ilmiah Teknik Sipil Jurnal Rekayasa dan Aplikasi Teknik Sipil
Nugroho, Meriana Wahyu
Universitas Hasyim Asy’ari Tebuireng Jombang
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Journal : Jurnal Sipil Terapan

 1 
Redesign Struktur Gedung Madrasah Aliyah Madrasatul Qur’an Tebuireng Jombang Dengan Penggunaan Beton Pracetak Mohammad Johan; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.171

Abstract

Precast concrete is a concrete structure construction technology with more printed components in the factory. Here the researcher takes into account to determine the planning of structural elements using precast concrete and its connections. The Madrasatul Qur'an MA Building in Nanggungan Village was used as the object of research to take into account floor plates, beams and columns, with reference to SNI 2847 – 2019, aspects of repetition, connections on beams, columns (Crobel) and floor plates. The calculation results on a 20 cm thick plate + overtoping with repeating plates of dimensions of 15 cm and 5 cm, overtoping using pedestal reinforcement D8 – 135 mm in the X direction, using wermesh D8 – 135 mm on the pedestal in the Y direction. planned 2 models of beam dimensions of 40 cm x 60 cm, upper reinforcement 5 D16 pedestal, 4 D16 field, lower reinforcement 4 D16 pedestal, 5 D16 pitch, Ø 10 – 150 fulcrum, Ø 10 – 150 pitch, waist reinforcement 2 D13 fulcrum, 2 D13. Beam model 2 upper reinforcement 3 D16 pedestal, 3 D16 pitch, rebar Ø 10 – 150 fulcrum, Ø 10 – 150 pitch, waist reinforcement 2 Ø 13 fulcrum, 2 Ø 13 pitch. The connection between the beam and the plate relies on a pedestal mounted lengthwise, the connection of the column beam uses a short console.
Modifikasi Perencanaan Pondasi Borepile Sebagai Alternative Pengganti Pondasi Minipile Proyek Gedung Madrasatul Qur’an Jombang Romadhon Tri Anggoro; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.181

Abstract

The Borepile Foundation and the Implementation Method for the Madrasah Aliyah Madrasatul Qur’an Tebuireng Jombang Building Project, is one of the deep foundation. The use of borepile foundation is an alternative to minipile foundation. Calculation of building weight using the SAP2000 program. The points reviewed are points S-1 and points S-2. Pile bearing capacity analysis using the Mayerhoff method. By using sondir soil evidence (CPT). The construction of the Madrasah Aliyah Madrasatul Qur’an Tebuireng uses a diameter of 80 cm for borepiles with a depth of 11 m and has 23 D22 reinforcement. There are 4 types of pile caps in the borepile. The dimensions of each pile cap, namely PC-1, PC-2, and PC-4, are 150 cm x 150 cm, while PC-3 is 150 cm x 100 cm. For reinforcement in the x-axis direction of 22 D22 – 150 mm, reinforcement in the y-axis direction of 24 D22 – 160 mm. In the implementation method using a mini borepile because it considers aspect of heavy equipment mobilization. Some of the work in progress includes measuring, making reinforcement, drilling, installing reinforcement, casting, and making pile caps.
Analisis Strategi Menuju Eco Green Kampus Menggunakan Metode SWOT Pada Kampus Universitas Hasyi Asy'ari Jombang Mohammad Nur Fatta Muzzakki; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.186

Abstract

Civil Engineering is the study of planning, construction, and maintenance of physical structures such as bridges, buildings, and roads. These include sub-fields such as geotechnical, structures, transportation, hydraulics and environmental management. Civil engineers also study ways to manage natural and environmental resources used in construction projects Civil engineering can be used in eco-green environmental analysis. One example is in the planning and construction of green buildings, which are buildings that are designed and constructed in an environmentally friendly way. Civil engineering can be used to analyze and evaluate various aspects of the environment, such as energy efficiency, natural resource use, water management, and greenhouse gas emissions Civil engineering can also be used in the planning and construction of environmentally friendly roads, such as eco-friendly country roads, walking, and bicycle roads.
Evaluasi Kinerja Struktur Tahan Gempa Dengan Metode Pushover Analysis Pada Gedung RS. Muhammadiyah Siti Khodijah Gurah - Kediri Abdul kholil; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.187

Abstract

Indonesia is a country that is vulnerable to natural disasters, one of which is an earthquake. Because Indonesia is at the meeting point of the 3 most important major plates in the world, one of the effects of the earthquake is damage to building structures. Structural planning is needed for buildings with earthquake resistance from the many occurrences of earthquakes seen in recent times and the losses incurred.Pushover analysis is a non-linear static analysis. The static load captured at the center of mass of each floor is taken into account in this pushover analysis as the effect of the design earthquake on the building structure, the aim of which is to find out how the building structure will collapse during an earthquake so that you can know which parts of the structure are in critical condition and what to do if they do not meet the requirements.The results of the analysis show that the maximum base shear force for the x direction capacity curve is 484.6749 tons with a displacement of 0.095228 m occurring in the 6th step, while the y direction of the maximum base shear force is 555.339 tons and displacement of 0.152807 m occurs in the 14th step. The performance point value is also obtained from the analysis pushover in the x direction with = 475.025 tons and D = 0.087 m yield Sa = 0.205 g and Sd = 0.072 m, while for the y direction with = 499.168 tons and D = 0.086 m yield Sa= 0.225 g and Sd = 0.067 m. Then at the level of building performance in the x and y direction parametersMaximum Total Drift Ratio included in the category Immediate Occupancy (IO), it can be concluded that the building did not suffer significant damage, the building is safe when an earthquake occurs, the risk of loss of life and structural failure is not too significant and can be used again immediately.
Evaluasi Nilai Stabilitas Pada Aspal AC-WC Dengan Metode SNI 06-2489-1991 Fahrisal Gunawan; Meriana Wahyu Nugroho; Totok Yulianto; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.284

Abstract

Asphalt concrete is a combination of aggregate, asphalt, with or without additives. To obtain high stability in asphalt concrete, it is necessary to have an aggregate that is well graded, dense, and has small voids between aggregate grains. Asphalt concrete performance testing can be done through the Marshall test. The Marshall Test Tool is used to determine the characteristics of a road pavement layer. One of the Marshall test kits that is still widely used in laboratories is the analog Marshall test kit. This study used an experimental method in the laboratory of the Jombang Regency Public Works Office with core test objects (KOR) made of a mixture of wear-resistant steel (AC-WC) with a thickness of 4 cm each. In this test, 4 core specimens were used in accordance with the 2010 General Highways Specifications (revision 3). With the composition of the constituent materials consisting of Aggregate 0-5 mm (42.2%), Aggregate 5 - 10 mm (33%), Aggregate 10 - 15 mm (16.9%), Filler Cement (1.9%), Asphalt Content (6%) those who get the value of 91.3% (stability) is the final residual stability value, before obtaining this value there are several values listed, namely; value 2,292gr/cm3 (Bj Mix), 5.274% (effective asphalt content), 0.772% (absorption of asphalt), 4.71% (VIM), VMA 16.80% (VIM), 71.97% (VFB ), 1178kg (initial marshall stability) , 3.55mm (flow), 332kg/mm (Marshall quetient).
Analisis Produktivitas Pekerja Pada Pekerjaan Pondasi dan Pemasangan Batu Bata Dengan Metode Work Study Muhamad Fauzan Endar; Rahma Ramadhani; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.288

Abstract

Work productivity is an element where the success of a project requires effective time and cost. This study aims to determine the productivity of foundation and brick workers. The work study method is an operations management technique used to increase work efficiency. The results of the analysis on foundation work with 2 groups (1 worker and 1 worker) using work study and AHSP 2021 for 1m3 with 1:3:10 specs obtained a productivity of 12.92 1m3 for 3 working days with a cost per 1m3 using the work study method, namely Rp.639,306 and AHSP 2021 Rp.782,517 with a difference of Rp. 143,211. The total cost of workers in foundation work using the work study method is IDR 8,257,273 and the 2021 AHSP is IDR 10,106,990 with a difference of IDR 1,849,717. In brick work with 1 group (1 mason 1 worker) using work study and AHSP 2021 for 1m2 with 1:3:10 specs, the productivity is 106.99 m2 for 9 working days with a cost per 1m2 using the work study method, namely Rp.60,696 and AHSP 2021 Rp.68,834 with a difference of Rp.8,138. The total cost of workers on brick work using the work study method is IDR 6,488,408 and AHSP 2021 is IDR 7,358,312 with a difference of IDR 869,904.
Analisis Profitabilitas pada Proyek Rehabilitasi Jalan Banjaragung Pulosari Jombang Dita Irtanti Febrianita; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.601

Abstract

Profitability analysis is a key factor in evaluating the success of construction projects. This study focuses on the profitability of the Banjaragung - Pulosari road rehabilitation project in Jombang. The rehabilitation project spans 1,566 meters in length and 3 meters in width, with a project value of IDR 1,534,120,251. To determine the profit level, a profitability analysis is required. The main objective of this report is to provide an understanding of profitability analysis in the construction industry, particularly in the Banjaragung - Pulosari road rehabilitation project in Jombang, by presenting the Return on Investment (ROI), Internal Rate of Return (IRR), and Benefit-Cost Ratio (BCR) methods as tools for evaluating profitability. The analysis results show a favorable outcome with an ROI of 29% and an IRR of 10.42% per year, which is higher than the East Java Regional Development Bank’s Prime Lending Rate (SBDK) of 6% per year. A BCR of 1.0669 also indicates that the benefits exceed the costs, signifying that the project has high investment return potential and is viable to undertake.
Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) Menggunakan Metode Bina Marga 2003 Jalan Sumbermiri - Gudo Jombang Fernando Putra.A; Titin Sundari; Totok Yulianto; Meriana Wahyu Nugroho
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v3i1.755

Abstract

This lesson is to construct a durable and efficient form rigid pavement by utilizing the structural analysis and material performance approach. Rigid pavement is the main choice in highway construction because of its ability to bear heavy loads and its relatively long service life. The research methodology involves structural analysis to determine the optimal thickness and type of material for rigid pavement. This structural analysis considers various factors, including the estimated traffic load, subgrade characteristics, and local environmental conditions. In addition, material performance evaluation is also carried out to select materials that are appropriate to environmental conditions and meet technical requirements. The results of this study are recommendations for rigid pavement planning that include the right thickness, optimal material type, and construction specifications that are in accordance with applicable technical standards. The results of Rigid Pavement Thickness Planning using the Bina Marga 2003 Method on the Sumbermiri - Gudo Jombang Road case study produced a concrete slab thickness of 20 cm with K-300 concrete quality. In addition, the reinforcement used has a diameter of Ø 12 mm with a distance between reinforcements of 8,5 cm.
Co-Authors - Susilowati, - A'izzatul Khiyana A'izzatul Khiyana Abdiyah Amudi Abdiyah Amudi, Abdiyah Abdul kholil Achmad Imam Agung Af'idah, Noer Afnan Ashiddiq Virgatara Setyawan Agung Prasetyo Agus Purnomo Agus Purnomo Ahmad Dhiyaur Rahman Aida Arini Ali Gucci, Ahmad Zulfikar Amudi , Abdiyah Andi Dwi Kurniawan Andik Nur Azis Andim Rendy Setiawan Anita Anjani Arrozaq, Muhammad Arif Candra Prasetyo Dasega Arya Eka Cipta Diah Palupi, Budi Rahayu Dimas Katon Rusdiana Dimas Ubaidillah Dita Irtanti Febrianita Dita Nafa Anggraeni DWI SURYANTO Dwinata, Anggara Emy Yunita Rahma Pratiwi, Emy Yunita Rahma Evi Rizqi Salamah Evi Rizqi Salamah, Evi Rizqi Fahrisal Gunawan Fahrisal Gunawan Faizi, Ahmad Fajar Satriya Hadi Fatikhatun Nikmatus Sholihah Fatma Ayu Nuning F.A Fernando Putra.A Hakim, Andy Luqman Heri Prawoto Herry Widhiarto, Herry Hidayatuloh, Suryo I Kadek Dwi Nuryana Imamatul Ummah Irra Purnomo, Amellia Intan Putri Ismatud Dianah Amir Khiyana, A’izzatul Khodijah Maya Kibtiyah, Asriana Laela Akmalinda Assoraya Leny Suryaning Astutik Lutfi Sultoni Lyya Supriono Madu Sonia Minto Mohammad Johan Mohammad Nur Fatta Muzzakki Muhamad Fauzan Endar Muhammad Imam Subekti Muhammad Kamal Abdun Nasir Mutrofin, Akmam Nailul Izzati Niken Grah Prihartanti Niken Grah Prihartanti Noer Af'idah Nur Khabibah, Dewi Nur Kholis Nur Rizka Amalia Nurmaiyati Zamzamiyah Pranayudha, Agusti Samsu Pranayudha Prastiyo, Muhammad Primasworo, Rifky Aldila Raharja, Hawwin Fitra Rahma Pratiwi, Emy Yunita Rahma Ramadhani Rahmat Tri Prasetya Risma Risma Rizka Mudyanti Rizka Mudyanti Roesdyningtyas Dyah Anggraeny, Ayu Romadhon Tri Anggoro Rusdiana, Dimas Katon Safi Faozi Sakti Sakti Suci Prihatiningtyas Sultoni, Lutfi Sulung Rahmawan Wira Ghani Sumarsono Sumarsono Sumarsono Sumarsono Sumarsono Sundari, Tiitin Sundari, Titin Suryani Maharani Saleh Susilowati Susilowati Susilowati Susilowati Susilowati Susilowati Taufiq Taufiq Titin Sundari Titin Sundari Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Tri Rijanto Veithzal Rivai Zainal Zainal Abidin