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All Journal Journal of Advanced Civil and Environmental Engineering Jurnal Qua Teknika Jurnal Infomanpro REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan PROFICIO: Jurnal Pengabdian Masyarakat Bhakti Nagori (Jurnal Pengabdian kepada Masyarakat) Jurnal Talenta Sipil Jurnal Informatika Teknologi dan Sains (Jinteks) De`Teksi : Jurnal Teknik Sipil Jurnal Inovasi Global
Deviany Kartika
Institut Teknologi Nasional Malang
Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mathematics Public Health Social Sciences Transportation Other

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Pemodelan 3D pada Bangunan Gedung Guna Mendukung Implementasi Bim 5D pada Proyek Konstruksi Yudiayanto, Rakha Radhitya Putra; Winanda, Lila Ayu Ratna; Sunarwadi, Hadi Surya Wibawanto; Kartika, Deviany
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.877

Abstract

Nowadays, many have developed in terms of technology and many other sectors. The use of The use of the latest technology also has a big impact on the construction business in Indonesia. Indonesia. Technological developments in the construction sector also have an impact on increasing the value of development efficiency. BIM can overcome work delays and minimize errors in calculating costs on some construction work Therefore, the purpose of this research is to modeling the structural system in three dimensions (3D) on the building as part of the Building Information Modeling (BIM) implementation. The method used in this research is by modeling working drawings and materials previously obtained from working drawings and materials previously obtained from the project used as the object of research into a three-dimensional (3D) object. object of research into a three-dimensional (3D) object using relevant and appropriate software, which will support the implementation of the project to support BIM Implementation. implementation of the project to support the Implementation of 5D BIM on construction projects. Construction project. The results showed that the three-dimensional (3D) structural system can be modeled (3D) structural system can be modeled on the work of columns, beams, foundations, stairs, ramp, and floor plate. The results of this research are expected to support implementation of BIM at least up to 5D level so that it can be known the cost efficiency of thecost efficiency in building work 
Analisis Optimasi Percepatan Waktu Proyek Konstruksi untuk Mengatasi Keterlambatan Jadwal Kartika, Deviany; Lila Ayu Ratna Winanda; Jeremy Irawan
Jurnal Teknik Sipil Info Manpro Vol 14 No 2 (2025): JURNAL INFOMANPRO
Publisher : Pascasarjana Teknik Sipil Institut Teknologi Nasional Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36040/infomanpro.v14i2.16176

Abstract

Keterlambatan dalam proyek konstruksi sering kali menjadi tantangan utama yang dapat mempengaruhi biaya, kualitas, dan keberlanjutan proyek. Keterlambatan yang terjadi harus segera diatasi agar target proyek tersebut tidak terganggu.Penelitian ini bertujuan menganalisis strategi percepatan (crashing) pada proyek Paket Rehabilitasi Drainase Perkotaan Kecamatan Kertosono.Proyek rehabilitasi drainase ini penting untuk dilakukan karena cuaca yang cukup ekstrim saat ini, bahkan terdapat banjir dibeberapa tempat. Proyek mengalami keterlambatan hingga minggu ke-5 akibat berbagai faktor teknis dan non-teknis, sehingga untuk mengatasi keterlambatan tersebut, dilakukan analisis percepatan dengan dua metode, yaitu penambahan jam lembur dan penambahan sumber daya tenaga kerja.Dari hasil perhitungan, baik percepatan dengan menambah 2 jam lembur maupun penambahan sumberdaya berupa pekerja dan tukang sama-sama menghasilkan waktu penyelesaian akhir total sebesar 53 hari. Oleh karena menghasilkan hasil waktu yang sama, maka direkomendasikan melakukan percepatan dengan menambah sumberdaya, dengan kenaikan biaya total sebesar 2.290%dari rencana awal, serta penurunan waktu sebesar 11.667% dari waktu rencana. Sehingga penambahan sumberdaya adalah aksi yang paling optimal untuk dilakukanPerbandingan kedua metode menunjukkan bahwa penambahan sumber daya lebih ekonomis dibandingkan penambahan jam lembur, meskipun keduanya menghasilkan percepatan yang sama.Penelitian ini memberikan wawasan tentang pentingnya pemilihan metode percepatan yang tepat untuk mengoptimalkan biaya dan waktu dalam penyelesaian proyek yang tertunda. Implementasi strategi crashing yang efisien dapat menjadi solusi untuk mengurangi dampak keterlambatan proyek, sekaligus memastikan penyelesaian sesuai dengan target yang telah ditetapkan.
REVITALISASI WISATA AENG HAMID RUSDI MELALUI PENGELOLAAN AIR SUNGAI BERBASIS FILTRASI UNTUK MCK DAN PENDAMPINGAN DIGITALISASI PROMOSI WISATA: PKM Deddy Rudhistiar; Deviany Kartika; Emmalia Adriantantri; Reiny Ditta Myrtanti; Ahmad Rizky Ramadani; Shabrina Dwiputri; Muhammad Nur Arifin
BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Vol. 5 No. 2 (2025): BHAKTI NAGORI (Jurnal Pengabdian kepada Masyarakat) Desember 2025
Publisher : LPPM UNIKS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36378/bhakti_nagori.v5i2.4877

Abstract

Wisata Aeng Hamid Rusdi di Wonokoyo, Kota Malang, merupakan salah satu destinasi yang memiliki nilai sejarah sekaligus potensi wisata alam. Akan tetapi, pengelolaannya masih menghadapi berbagai kendala, terutama setelah pandemi COVID-19 yang membuat jumlah pengunjung menurun drastis dan aktivitas wisata sempat terhenti. Permasalahan utama yang dihadapi meliputi keterbatasan ketersediaan air bersih untuk fasilitas MCK, kurangnya infrastruktur pendukung, serta rendahnya promosi berbasis digital sehingga destinasi ini belum dikenal secara luas. Untuk menjawab tantangan tersebut, dirancang sebuah program revitalisasi yang berfokus pada peningkatan kualitas sanitasi, digitalisasi promosi wisata, dan penguatan tata kelola pengunjung. Metode pelaksanaan diawali dengan analisis kebutuhan masyarakat, kemudian dilanjutkan dengan perancangan sistem filtrasi air, penyusunan media promosi digital, dan pengembangan sistem administrasi berbasis web. Implementasi program mencakup pembangunan instalasi filtrasi air yang ramah lingkungan, pelatihan masyarakat dalam pembuatan konten dan pemasaran digital, serta penerapan sistem informasi untuk pencatatan data pengunjung. Hasil dari kegiatan ini menunjukkan adanya peningkatan kenyamanan wisatawan, perluasan jangkauan promosi secara digital, serta tumbuhnya kesadaran masyarakat dalam mengelola wisata secara mandiri. Dengan pendekatan berbasis komunitas, revitalisasi Wisata Aeng Hamid Rusdi diharapkan mampu mendukung keberlanjutan pariwisata yang inklusif, ramah lingkungan, serta memberikan kontribusi positif terhadap perekonomian lokal.
Analisis Ketidakpastian Durasi Menggunakan Metode PERT dan PDM Guna Mengantisipasi Risiko Pada Proyek Konstruksi Hermanto, Divo Reynandra; Winanda, Lila Ayu Ratna; Kartika, Deviany; Munasih, Munasih
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1251

Abstract

Duration uncertainty is a major problem in construction projects because it has the potential to cause delays in implementation and increase the risk of rework. Time planning that uses only one duration estimate is often unable to represent the dynamic variations in field conditions, resulting in an unrealistic schedule. Therefore, a scheduling approach is needed that can accommodate duration uncertainty while systematically describing the relationships between activities. This study aims to analyze the duration uncertainty of work and identify critical activities in order to anticipate the risk of construction project delays. The research method used is the integration of the Program Evaluation and Review Technique (PERT) and the Precedence Diagram Method (PDM). Data was obtained through interviews, field observations, and technical project document studies to determine optimistic, most likely, and pessimistic duration estimates (a–m–b). These estimates were processed using the PERT method to calculate the expected time, standard deviation, and variance of activities, then arranged in a PDM work network to determine the critical path. The results showed that the expected project duration was 225 days, with the highest level of uncertainty found in the B3 floor 6 steel beam work, which had a variance value of 2.250. The accumulated standard deviation of the critical path is 13.88 days with a variance root value of approximately ±4 days, indicating the potential for project duration deviations from the planned schedule. Therefore, it is recommended that activities with high variance on the critical path receive more intensive time control and supervision to minimize the risk of project delays.
Penjadwalan Berbasis Risiko dengan Program Evaluation and Review Technique untuk Mendukung Implementasi BIM 4D pada Proyek Jembatan Febrianti, Imelda; R. Winanda, Lila Ayu; Roostianawaty, Nenny; Kartika, Deviany; F. Anugerahputra, Krisna
REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Vol. 7 Issue 1 (March 2026)
Publisher : Tadulako University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/renstra.v7i1.819

Abstract

The construction industry plays strategic role in national infrastructure development, particularly in bridge projects that are characterized by high complexity and significant implementation uncertainty. Bridges function not only as physical connections between regions but also as critical infrastructure supporting public mobility and economic growth. Therefore, accurate scheduling methods that are capable of accommodating the risk of time delays are required. This study to analyze the total project duration of bridge project risk-based approach through the integration of three-dimensional Building Information Modeling (BIM 3D) and the Program Evaluation and Review Technique (PERT). The analysis begins with the development of three-dimensional bridge structural model using Tekla Structures to generate bill of quantity that includes structural material volumes. These quantity data basis for probabilistic duration estimation using PERT method through expert judgment, which involves optimistic time, most likely time, and pessimistic time. The BIM 3D modeling results indicate total reinforcement steel volume of 24,343.4 kg and concrete volume of 274.1 m³. Furthermore, risk-based scheduling using the PERT method analyzed with the Precedence Diagram Method (PDM) produces total project duration of 190 days with completion probability of 50%. This result indicates potential risk of delay that should carefully project time control
Pemodelan Causal Loop Diagram Percepatan Proyek terhadap Biaya dan Kualitas Konstruksi: Pemodelan Causal Loop Percepatan Proyek terhadap Biaya dan Kualitas Konstruksi D. Maharani, Avrilia; R. Winanda, Lila Ayu; Wijayaningtyas, M.; Kartika, Deviany
REKONSTRUKSI TADULAKO: Civil Engineering Journal on Research and Development Vol. 7 Issue 1 (March 2026)
Publisher : Tadulako University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/renstra.v7i1.820

Abstract

Construction project acceleration is a strategy commonly implemented to overcome schedule delays; however, its application often results in increased costs and reduced work quality when not managed in a systematic and integrated manner. This condition reflects the presence of complex and dynamic interrelationships among time, cost, and quality as the three main elements within the triple constraint framework, which cannot be adequately analyzed using linear approaches. Failure to understand the interactions among these three aspects may lead to project inefficiencies and decreased overall performance. Therefore, an approach capable of explaining cause–effect relationships and feedback mechanisms within construction project systems is required. This study aims to model the causal relationships between project acceleration, cost, and quality in order to obtain a structural understanding of their dynamic interactions. The research method employs a system dynamics approach using causal loop diagram modeling supported by Vensim PLE 10.4.0 software. The research stages include system definition to determine boundaries and identify key variables, model formulation based on a literature review to establish intervariable relationships, and the development of causal loop diagrams to illustrate interactions and feedback structures within the system. The modeling results indicate that the developed system consists of twenty feedback loops and forty-six one-way relationships representing interactions among acceleration, cost, and quality factors within the context of project acceleration. These findings confirm that project acceleration, cost, and quality are not independent variables but are dynamically interconnected. The proposed model provides a conceptual contribution to strengthening systemic understanding in construction project management and can serve as a foundation for strategic decision-making related to more effective and sustainable project acceleration
PENERAPAN METODE HIGHEST AND BEST USE PADA PENETAPAN ALTERNATIF TERBAIK PENGGUNAAN LAHAN Winanda, Lila Ayu Ratna; Prasetya, Yudhistira Yudha; Kartika, Deviany
Jurnal Qua Teknika Vol 16 No 01 (2026): Maret 2026
Publisher : Universitas Islam Balitar Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35457/quateknika.v16i01.4818

Abstract

Abstrak Studi kasus penelitian ini adalah aset lahan milik negara, khususnya lahan Pabrik Gula Padjarakan. Lahan milik negara ini sudah lama tidak beroperasi dan mencakup luas 55.200 m². Salah satu cara untuk menentukan pemanfaatan lahan Pabrik Gula Padjarakan adalah melalui metode Penggunaan Tertinggi dan Terbaik (HBU). Kriteria HBU meliputi aspek hukum, fisik, pasar, dan penentuan alternatif. Hasil dari penentuan alternatif menghasilkan pilihan untuk ritel, pasar modern, dan pusat perbelanjaan.
Co-Authors Adi Susetyo Dermawan Agung Jaladri, Rizky Agus Santosa Ahmad Rizky Ramadani Anak Agung Gede Sugianthara Ayu Rachmawati Ayu Ratna Winanda, Lila Bella Sepira D. Maharani, Avrilia Deddy Rudhistiar Emmalia Adriantantri F. Anugerahputra, Krisna Fauzan, Muhammad Khafid Gloria Ayuchandri Wardana Hadi Surya Wibawanto Sunarwadi Hanifa Noviandini Putri Hermanto, Divo Reynandra Imelda Febrianti Jeremy Irawan Jeremy Irawan Lila Ayu Ratna Winanda Mafrukha, Ainin Maranatha Wijayaningtyas Mohammad Erfan Muhammad Nur Arifin Munasih Nisyasalsabila Putri, Khoyru Nusa Sebayang Prasetya, Yudhistira Yudha Putra, Setyo Anggoro R. Winanda, Lila Ayu Rakha Radhitya Putra Yudiyanto Reiny Ditta Myrtanti Roostianawaty, Nenny Shabrina Dwiputri Sriliani Surbakti Tiong Iskandar Wahyu Bangkit Pangestuaji Wijayaningtyas, M. Yudiayanto, Rakha Radhitya Putra