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All Journal JURNAL REKAYASA Jurnal Teknik Sipil Institut Teknologi Padang Jurnal Sipil Terapan Jurnal Salingka Nagari
Nori Yusri
Universitas Bung Hatta
Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Social Sciences Transportation

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Analisis Faktor Keterlambatan Proyek Pembangunan Gedung UIN Mahmud Yunus Batusangkar Aprilla Yunita; Risayanti; Zufrimar; Nori Yusri
Jurnal Teknik Sipil Institut Teknologi Padang Vol 13 No 1 (2026): Jurnal Teknik Sipil Institut Teknologi Padang
Publisher : ITP Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21063/jts.2026.V1301.0104-112

Abstract

Keterlambatan dalam proyek konstruksi merupakan permasalahan klasik yang dapat menyebabkan pembengkakan biaya, penurunan mutu pekerjaan, serta konflik antar pemangku kepentingan. Proyek pembangunan gedung UIN Mahmud Yunus Batusangkar sebagai salah satu proyek strategis di bidang pendidikan juga tidak terlepas dari potensi risiko keterlambatan pelaksanaan. Penelitian ini bertujuan untuk mengidentifikasi faktor-faktor dominan penyebab keterlambatan pada proyek pembangunan gedung UIN Mahmud Yunus Batusangkar serta menganalisis tingkat pengaruh masing-masing faktor tersebut. Metode penelitian yang digunakan adalah metode deskriptif kuantitatif dengan pengumpulan data melalui penyebaran kuesioner kepada pihak-pihak yang terlibat langsung dalam proyek, yaitu pemilik proyek, konsultan pengawas, dan kontraktor. Data dianalisis menggunakan analisis statistik deskriptif dan metode Relative Importance Index (RII) untuk menentukan peringkat faktor penyebab keterlambatan. Sebanyak 25 variabel yang dikelompokkan ke dalam 7 faktor diukur menggunakan kuesioner skala Likert yang disebarkan melalui Google Formulir. Uji validitas dan reliabilitas instrumen dilakukan menggunakan metode Cronbach’s Alpha dengan bantuan perangkat lunak SPSS versi 20. Hasil penelitian menunjukkan bahwa faktor keterlambatan yang paling dominan adalah kekurangan tenaga kerja terampil (RII = 0,733), keterlambatan pengadaan material (RII = 0,733), serta kondisi cuaca ekstrem (RII = 0,733). Hasil penelitian ini diharapkan dapat menjadi bahan evaluasi dan dasar perbaikan dalam perencanaan dan pelaksanaan proyek pembangunan gedung di lingkungan perguruan tinggi, khususnya untuk proyek-proyek sejenis di masa mendatang.
ECONOMIC DEVELOPMENT PATTERNS AND REGIONAL INEQUALITY IN DISTRICTS AND CITIES OF WEST SUMATERA PROVINCE Wenny Wahyudi; Era Triana; Nori Yusri; Vivi Ariani
JURNAL REKAYASA Vol. 14 No. 2 (2024): Jurnal REKAYASA
Publisher : Fakultas Teknik Sipil dan Perencanaan. Universitas Bung Hatta

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Abstract

Uneven regional development may lead to disparities in economic performance across regions. West Sumatra Province, which consists of seven cities and twelve regencies, exhibits diverse economic, demographic, and natural resource characteristics that contribute to variations in regional development. This study aims to analyze patterns of economic development and the level of regional inequality among districts and cities in West Sumatra Province during the period 2011–2019. The analysis employs the Klassen typology to classify regional economic growth patterns and the Williamson Index to measure the degree of regional inequality. Secondary data on Gross Regional Domestic Product (GRDP) and GRDP per capita were obtained from the Central Bureau of Statistics. The results of the Klassen typology analysis indicate that most cities in West Sumatra Province fall into the category of advanced and rapidly growing regions, while several regencies are classified as developed but depressed, fast-growing, or relatively lagging regions. Furthermore, the Williamson Index results show that regional inequality in West Sumatra Province during the study period remains at a low level and tends to approach zero, suggesting that economic growth and development across regions are relatively even.
Komunikasi dalam Perencanaan Pembangunan: Suatu Kajian Kritis dalam Konteks Kebijakan Lingkungan dan Partisipasi Publik Nori Yusri; Yunia Wardi; Susi Evanita
Jurnal Salingka Nagari Vol. 4 No. 1 (2025): Jurnal Salingka Nagari
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/jsn.v4i1.319

Abstract

This study aims to explore the strategic role of communication in development planning, particularly within the framework of participatory and sustainable environmental policy. Employing a qualitative exploratory approach through literature review, this research analyzes recent studies (2021–2025) from diverse geographical contexts to identify patterns, challenges, and contributions of communication to the effectiveness of development policy. The findings indicate that two-way, deliberative, and context-sensitive communication enhances public participation, strengthens policy legitimacy, and bridges gaps between the state and civil society actors. Nevertheless, barriers such as power imbalances, weak institutional capacity, and social exclusion remain significant obstacles. The study underscores the need for policy communication designs that are not merely procedural but also substantive and transformative. These findings contribute theoretically to the discourse on development communication, while offering practical recommendations for planners, policymakers, and scholars in designing inclusive, responsive, and just communication systems for sustainable development governance.
Evaluasi Perilaku Deformasi Bored Pile akibat Pembebanan Tarik Statik Berdasarkan Data Pengujian Lapangan Risayanti Risayanti; Zufrimar Zufrimar; Nori Yusri; Aprilla Yunita
Jurnal Sipil Terapan Vol. 4 No. 2 (2026): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v4i2.1233

Abstract

Full-scale static uplift testing can be used to evaluate the load–displacement response and deformation behavior of foundation piles under actual ground conditions. This study evaluates the deformation behavior of a bored pile based on a field testing report from East Jakarta, Indonesia. The pile had a diameter of 1.00 m and an actual length of 26.95 m and was tested up to 240 ton, equivalent to 200% of the design uplift load of 120 ton. The available summary data were analyzed using a quantitative descriptive approach, focusing on the load–displacement curve, the load-to-displacement ratio, displacement changes during the maximum load-holding period, residual deformation after unloading, and variations in the readings of four dial gauges. The average displacement increased from 0.19 mm at a load of 30 ton to 11.39 mm at the beginning of the 12-hour holding period at 240 ton and 11.49 mm at the end of the holding period. The additional displacement during load holding was 0.10 mm, corresponding to an average displacement rate of 0.0083 mm/h. The residual deformation after unloading was 3.59 mm, indicating a displacement recovery of 7.90 mm, or approximately 68.8% of the maximum displacement. The ratio Q/s decreased from 157.9 tonnes/mm at 30 tonnes to 21.1 tonnes/mm at 240 ton, indicating a nonlinear characteristics response of the pile–soil system. These findings characterize the deformation response of the tested bored pile within the investigated loading range.
Co-Authors Aprilla Yunita Aprilla Yunita Ariani, Vivi Era Triana Risayanti Risayanti Risayanti Susi Evanita Wenny Wahyudi Yunia Wardi Zufrimar, Zufrimar