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Departemen Teknik Sipil, Fakultas Teknik, Universitas Andalas. Kampus Unand Limau Manis, Pauh, Kota Padang.
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INDONESIA
Jurnal Bangunan: Konstruksi & Desain
Published by Universitas Andalas
ISSN : -     EISSN : 30217547     DOI : https://doi.org/10.25077/jbkd.1.2.72-78.2023
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
Jurnal Bangunan: Konstruksi & Desain (JBKD) adalah sebuah publikasi ilmiah yang berisi penelitian, pengembangan, atau aplikasi teori dalam bidang desain dan konstruksi bangunan. Jurnal BKD membahas topik-topik seperti perencanaan struktur, bahan bangunan, teknologi konstruksi, metode konstruksi, pengujian material, dan perencanaan & desain proyek konstruksi. Tujuan dari jurnal akademik ini adalah untuk memperkaya pengetahuan dan pemahaman tentang bagaimana membangun dan mendesain bangunan yang efisien, aman, dan berkelanjutan. Jurnal ini sering ditujukan untuk para profesional di bidang teknik sipil, dan konstruksi, serta mahasiswa dan akademisi yang tertarik dalam bidang ini. Focus: Jurnal Bangunan: Konstruksi & Desain (JBKD) published research articles, literature articles (review article), case reports, and technical reports in planning, design, and construction of buildings Scopes: Material and structural engineering; Transportation Engineering; Geotechnical Engineering; Water resource engineering; Construction and Project management; Construction Law
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 67 Documents
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Studi Pemodelan Daya Dukung Fondasi Telapak Pada Tanah Lempung Dengan Perkuatan Geotekstil Woven Putra, Hendri Gusti; Andriani, Andriani; Hakam, Abdul; Boyosa, Viola De
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.168-176.2023

Abstract

One of the important things in developing decent residential land is the availability of buildings, facilities and infrastructure that are safe and comfortable to live in. However, with the development of settlements and increasingly expensive land, the use of areas with soft soil conditions cannot be avoided. Construction on soft soil causes many problems, including the relatively low bearing capacity of the soil and large settlements so that soil stability is disturbed. The low shear strength of clay soil causes the shear stress generated by the foundation to be large enough to cause the construction building to collapse. To overcome these soil conditions, the soft clay soil is stabilized first. One way to overcome this problem is to add reinforcement material, namely geotextiles. Geotextiles can develop very high tensile strength. Apart from that, geotextiles also function as a filter and hold fine particles so that they are not carried away by water seepage, separating two layers between soil and soil or soil and water so that they do not mix with each other. In this research, modeling will be carried out with variations in the number of geotextile layers, namely 1 layer with a depth of 5 cm, 1 layer with a depth of 10 cm, and 2 layers with a depth of 5 & 10 cm, which will be compared with without using geotextiles. The results of the research showed that the soil bearing capacity in the laboratory with 2 layers of woven geotextile reinforcement with a depth of 5 & 10 cm had the highest value of 9.723N/cm2. As well as the soil bearing capacity in the plaxis software, the highest bearing capacity was found in the hardening soil model material with a depth of 5 cm, amounting to 46,402 N/cm2.​
Analisa Perbandingan Kinerja Pelayanan Transportasi Online Roda Empat terhadap Masyarakat Kota Padang Gunawan, Hendra; Martanto Adji, Bayu; Setia Budi Idaman, Muhammad
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.177-185.2023

Abstract

The use of transportation services as a community needs continues to increase. To make it easier for people to carry out their daily activities, online transportation services are available, both two-wheeled and four-wheeled. In Padang City, four-wheeled online transportation is served by three service providers, namely GoCar, GrabCar, and MaximCar. The presence of four-wheeled online transportation is very helpful in serving people's daily transportation needs. The aim of this research is to determine the performance of four-wheeled online transportation services and compare the performance of each in serving the people of Padang City. The method used is the Importance Performance Analysis (IPA) method. Data was collected using a questionnaire with 150 respondents, who were users of four-wheeled online transportation services in Padang City. The analysis results show that the highest satisfaction felt by the people of Padang City is with the services provided by GoCar.
Integrasi Autodesk Revit Dan Plugin Sofistik Dalam Penerapan Bim Untuk Efisiensi Pembuatan Bar Bending Schedule (BBS) Ramadhan, Farhan Kurnia; Hidayat, Benny
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 4 (2025): Desember 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.4.170-181.2025

Abstract

The application of Building Information Modeling (BIM) is increasingly important in the construction industry because it can improve efficiency, accuracy, and collaboration. One aspect that is greatly influenced by BIM is the preparation of the Bar Bending Schedule (BBS), a detailed document regarding the quantity, dimensions, shape, and weight of steel reinforcement in reinforced concrete elements. Manual preparation of the BBS tends to be time-consuming and produces significant waste material due to suboptimal cutting. This study aims to analyze the application of Autodesk Revit integrated with the Sofistik plugin in creating the BBS and compare it with conventional methods. The case study was conducted on the construction project of the Lecturer Room Building and Multipurpose Room of the Faculty of Cultural Sciences, Andalas University. Data were obtained from Detailed Engineering Drawings (DED), material specifications, and interviews with contractors. The research stages include three-dimensional structural modeling, verification with clash detection, reinforcement modeling, BBS creation using Revit–Sofistik, and optimization of 12-meter-long reinforcing bar cutting using Excel Solver. The research results show that conventional methods require five to six weeks, while Revit–Sofistik only takes three weeks, or even two weeks, from the reinforcement stage to the BBS output, with a time efficiency of 45–66 percent. Bar cutting optimization can reduce material waste to below three percent. These findings prove that the Revit–Sofistik integration can accelerate the BBS process while reducing material waste, even though the cutting optimization function is not yet fully integrated into the BIM flow.
Analisis Tingkat Kepuasan Penghuni Rumah Tinggal Berkonsep Green Home Di Kota Padang Arman, Utami Dewi; Imani, Rafki; Ilfa, Ida
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 4 (2025): Desember 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.4.158-169.2025

Abstract

A green home is defined as a residential concept designed with attention to the principles of sustainability in design, starting from energy efficiency, water management, selection of environmentally friendly materials, to the creation of good indoor environmental quality. The development of green housing in Padang city has begun to increase over time, but the success of a green home housing is indicated by the level of satisfaction of its residents. This study aims to identify and analyze the level of satisfaction of residents of residential houses with a green home concept. Data were collected based on a questionnaire survey and used the Customer Satisfaction Index (CSI) method to analyze the level of satisfaction of residents. Natural lighting, air circulation in the house and comfortable room temperature, design with efficient use of energy and water, the availability of green open space, noise control, waste management, and the use of quality and environmentally friendly materials are the main factors that influence the level of satisfaction and are important for residents of residential houses with a green home concept. The results of the CSI calculation of the three green home concept housing surveyed were 76.69% which is interpreted as a "satisfaction" level although there are still shortcomings in certain aspects that are used as evaluation material for improving the quality of green home housing and the expectations of residents in the future.
Stabilisasi Tanah Gambut Dengan Geopolimer Hibrid Abu Terbang Dan Pasir Wibisono, Gunawan; Azizi, Wildan; Putra, Agus Ika; Satibi, Syawal; Olivia, Monita
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 4 (2025): Desember 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.4.182-194.2025

Abstract

Peat soil has high water content and compression, and low bearing capacity. Peat soil stabilization is carried out to increase the bearing capacity, increase the density and strength of the soil. Geopolymer material is one of the materials for soil stabilization derived from basic materials activated with activator solutions such as sodium hydroxide and sodium silicate. This study aims to examine the unconfined compressive strength, average water content, and dry density of peat soil stabilized with a hybrid geopolymer mixture of fly ash and sand. The parameters studied were NaOH molarity of 10M, 12M, and 14M, and silicate modulus (Na2SiO3/NaOH ratio) of 1.5; 2.0; and 2.5. The results of the study showed that the highest unconfined compressive strength was obtained for a mixture with a silicate modulus of 2.5 (GP-12M-Ms2.5), which was 23.68 kPa at 28 days. Unconfined Compressive Strength (UCS) testing was conducted after the samples were cured for 7, 28, and 56 days. The unconfined compressive strength of the GP-14M-Ms2 mixture with a molarity of 14M was 23.68 kPa at 28 days. This is due to the geopolymerization reaction that releases OH- ions to dissolve silica and alumina in fly ash, and the silicate modulus (Ms) can increase the pH of the geopolymerization and bind soil particles better. The highest dry soil content was produced by the GP-12M-Ms2.5 mixture for 7, 28, and 56 days. Sand used in peat soil stabilization can help increase density because it can fill soil cavities.
Analisis Pengaruh Posisi Dinding Geser Terhadap Kapasitas Seismik Struktur Gedung Beton Bertulang Dengan Metode Analisis Pushover Hidayat, Muhammad; Abdurrasyid, Yunus; Maidiawati, Maidiawati
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 4 (2025): Desember 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.4.195-208.2025

Abstract

Indonesia is an earthquake-prone area, so a building structure capable of resisting lateral loads effectively is required. This study aims to analyze the effect of shear wall position on the seismic capacity of reinforced concrete building structures. The research method uses non-linear static analysis (pushover) using SAP2000 software with four model variations: Model 1 without shear walls, Models 2 and 3 with shear walls parallel to the Y axis, and Model 4 with shear walls installed diagonally at two corners of the structure parallel to the X and Y axes. The results show that the addition of shear walls significantly reduces inter-story drift by up to 71.52% and significantly increases the structural capacity. Model 1 (without shear wall) has a basic capacity of 17,886.10 kN (X direction) and 17,597.82 kN (Y direction), while Model 4 (with diagonal shear wall) shows the highest capacity of 41,074.77 kN (X direction) and 29,242.09 kN (Y direction), with an increase of 229.64% in the X direction and 66.18% in the Y direction, making it the most effective configuration among the three models with shear wall. The configuration in Model 4 produces a balanced stiffness distribution in both main directions, with relatively uniform spectral acceleration (Sa) values ​​in the X (0.57 g) and Y (0.51 g) directions. Based on the ATC-40 performance analysis, Model 1 reaches the Damage Control (DC) level indicating that the structure is still considered safe with maintained stability, while Model 4 reaches the Immediate Occupancy (IO) level, indicating a significant performance improvement. Based on the research results, the placement of shear walls diagonally at two corners of the structure (parallel to the X and Y axes) as in Model 4 can increase the stiffness and capacity of the structure, and also improve the level of seismic performance even though it can reduce ductility. The Model 4 configuration is effective in distributing earthquake forces evenly and creating a more balanced structural system compared to other models.
Pengaruh Serat Selulosa Asetat Filter Rokok Terhadap Karakteristik Marshall Campuran AC-WC Muhammad Aminsyah
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 4 (2025): Desember 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.4.209-218.2025

Abstract

The increase in traffic in Indonesia is in the form of increasing volume and weight of vehicles. Good road construction quality is needed, namely high stability. Additives in asphalt mixtures are used to improve the quality of the mixture. One form of additive that can be used is cellulose fiber found in cigarette filters. Cigarette filters produce waste that has an impact on the environment. This study aims to determine the effect of cellulose acetate fiber from cigarette filters and its optimum content in the AC-WC (Asphalt Concrete Wearing Coarse) mixture. The Marshall method was used in this study. Cigarette filter waste of 3%, 5%, 7%, and 9% was added to the asphalt. The results of the study were an optimal percentage of cigarette filter waste of 7%, with a stability value of 2804.14 kg and an MQ value of 477.26 kg / mm. The addition of cigarette filters to asphalt resulted in an increase in the specific gravity value and a decrease in the asphalt penetration value.

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