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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 Penggunaan Aspal Buton Pada Lapisan Permukaan Jalan Raya Aminsyah, Muhammad
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 3 (2024): September 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.3.150-158.2024

Abstract

Buton Asphalt (Asbuton) is a natural asphalt found on Buton Island, Southeast Sulawesi Province, located 1.5 meters above the ground and has been utilized. This asphalt was first discovered in 1926 by Hetzel, a Dutch geologist, which was then processed by PT Perusahaan Aspal Negara until finally implemented (one of them) by PT Sarana Karya (BUMN). This asphalt is a mixture of bitumen with other mineral materials in the form of rocks. This study aims to determine the performance characteristics of the surface layer mixture using Buton Asphalt on flexible road pavements. There are four variations of aggregate mixtures in this study, namely a mixture with the use of oil asphalt as a comparison and 3 Buton asphalt mixtures with variations in aggregate gradation. The type of mixture used is AC-BC. The use of Buton Asphalt with aggregate gradation based on the middle limit of the specification produces the best Marshall performance with an increase in stability value of 23.92%.
Strategi Manajemen Lalu Lintas Di Kawasan Pantai Gandoriah Pariaman Busnia, Adib Isra Mudrah; Purnawan, Purnawan
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 3 (2024): September 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.3.159-172.2024

Abstract

The attraction of tourism in Pariaman City is very high for both local and foreign tourists. One of the famous tourism areas in Pariaman City is Gandoriah Beach. Based on data obtained from BPS Pariaman City, the number of tourists visiting in 2020 was 112,278 people. In 2021 the number of tourists increased to 255,561 people. The increase in tourist visits can cause an increase in traffic volume, which can cause congestion, discomfort, and can endanger safety. Therefore, it is necessary to identify what traffic problems occur in the Gandoriah Pariaman Beach tourist area and find the right traffic management solution for the existing problems. The methodology of this study is to analyze traffic performance in the Gandoriah Beach area with indicators of V/C ratio, speed, density, and road service level. The analysis was carried out by analyzing data obtained in the field and grouping existing problems and solving traffic problems appropriately based on existing guidelines. Furthermore, an analysis was also carried out on the capacity of the available parking lot and on-street parking and an analysis of pedestrian facilities. From the analysis results, it can be concluded that the best handling in the Gandoriah Beach area for the problem of road network performance, the right handling is to regulate street vendors, provide no-stop signs, and provide sidewalk barriers. To handle parking problems, namely arranging parking by moving on-street parking and limiting parking hours. While handling the problem of pedestrian facilities is to rebuild and widen the sidewalk and provide decent crossing facilities for pedestrians.
Pengaruh Lebar Lajur Lalu Lintas Terhadap Kecepatan Kendaraan Pada Jalan Perkotaan Kurniati, Titi
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 3 (2024): September 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.3.173-179.2024

Abstract

The design of the road lane width plays an important role in controlling vehicle speed. Controlled vehicle speed will have an impact on traffic safety. The purpose of this study was to determine the effect of traffic lane width on average operating speed. Traffic lane width and vehicle speed on urban road sections were analyzed using 2019 data collected through recording using a video camera. A total of 12,273 instantaneous vehicle speed data were collected on four road sections with similar facilities and traffic conditions but different lane widths in the urban area of ​​Padang City. Data on the relationship between speed and lane width are presented descriptively statistically. To test the difference in average operating speed of each traffic lane width, the ANOVA approach was used. Meanwhile, to test the operating speed between two (2) lane widths, a hypothesis test was carried out at a 95% confidence level. The results of the ANOVA test concluded that there was a significant difference in operating speed with different traffic lane widths. Likewise, the results of the hypothesis test conclusion showed that there was a significant difference in average operating speed between lane widths of 3.25m, 3.50m, 3.75m and 4.15m.
Analisis Perancangan Konstruksi Galian Berturap Pada Tanah Pasir Harrisla, Arrevan M.; Yuliet, Rina
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 3 (2024): September 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.3.191-197.2024

Abstract

Braced cuts are sheet piles built on excavations made for the construction of foundations that are quite deep and the sides of the excavation are vertical. The vertical surface of the excavation requires protection with a temporary sheet pile installation system to avoid collapse that may occur together with the subsidence or collapse of the bearing capacity of the surrounding foundation. In sheet pile excavation work, failures often occur in the work, one of which is the collapse of the sheet pile excavation, this can cause very large financial losses and even claim lives. One of the causes of collapse in sheet pile excavations is because the dimensions of the sheet pile excavation are too slender so that they are unable to withstand active soil pressure when saturated with water. The purpose of this study was to obtain sheet pile and support specifications, the actual depth of sheet pile pile driving, deformation and displacement in the sheet pile and support. From the results of the sheet pile design analysis, the sheet pile cross-section modulus value was obtained as 1575.1 cm3/m, so that the U-type sheet pile specification with a type IIIA cross-section was obtained. The axial capacity of the support is 2542.115 kN, which is greater than the largest force of 1003.975 kN, so that the support capacity can be used. The actual depth of the excavation sheet pile is 9.5 m and the total length of the sheet pile is 19.5 m.
Pengaruh Luas Lubang Bukaan Dinding Terhadap Energi Disipasi Portal Beton Bertulang Marsa, Raihan Jetson; Sunaryati, Jati; Tanjung, Jafril
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.214-222.2024

Abstract

Brick walls in portal structures are often considered non-structural components or parts of the architecture; consequently, the influence of the brick walls' strength and stiffness is often not considered in building planning. In reality, brick walls have a certain value of strength and stiffness in resisting lateral loads. In reinforced concrete buildings, the portal structure is filled with solid brick walls and brick walls with openings (holes) that serve as spaces for installing windows, doors, ventilation, and so on. This study aims to analyze the influence of the opening area on the lateral performance of reinforced concrete portals under cyclic loading. This study was conducted by comparing six specimen models, namely reinforced concrete portal structures with full walls (F-O-0), reinforced concrete portal structures with an opening area in the wall of 15% (F-O-15), 25% (F-O-25), 40% (F-O-40), 55% (F-O-55), and reinforced concrete portal structures without walls. (F-O-100). The research was conducted numerically using the ATENA V5.9.0 software (Demo Version). The outputs obtained with the help of the ATENA software that will be compared are the load-displacement hysteresis curves and the effect of the opening area on the wall. From the analysis results, it can be concluded that there is a decrease in energy dissipation as the opening area on the infill wall increases.
Upaya Mengoptimalkan Bandar Lurus Sebagai Saluran Drainase Utama Kawasan Air Pacah Kota Padang Februarman, Februarman
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.223-232.2024

Abstract

Almost every year, floods occur that inundate several areas in Padang City, one of which is the Air Pacah Area. Based on field observations, waterlogging occurs because the drainage channel network is unable to drain the water discharge that burdens it. This can occur due to narrowing, shallowing, garbage blockages and limited dimensions of the channel. This study aims to determine the water level elevation that occurs in the middle section of Bandar Lurus for the planned discharge of 10-year and 25-year return periods using HEC-RAS software. Based on rainfall data and channel geometry obtained from the Water Resources and Construction Service of West Sumatra Province, and with a catchment area of ​​Bandar Lurus of 9.82 km2, the planned flood discharge values ​​for 10-year and 25-year return periods are 46.53 m3/s and 66.48 m3/s respectively. The results of the HEC-RAS simulation, for both discharge values, indicate that there will be an overflow along the middle section of Bandar Lurus, the flow of which will burden the Bandar Maransi channel and the box culvert located near the Siti Rahmah Islamic Hospital. To avoid flooding in the Air Pacah area, it is necessary to accelerate the normalization of the middle section of Bandar Lurus so that the resulting flow does not burden other channels.
Faktor Pemilihan Skema Kerjasama Pemerintah dan Badan Usaha dalam Pendanaan Proyek Infrastruktur Maharani, Dwi Jenita; Maulani, Febiana
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.233-242.2024

Abstract

To pursue the target of economic growth and development in Indonesia, appropriate infrastructure development is needed so that cooperation between the government and business entities is needed to carry out the development. To carry out cooperation, several factors are needed that are in accordance with the conditions of the project, so that there are no losses for either the investor or the government. One alternative in funding infrastructure is to use the Government and Business Entity Cooperation (KPBU) scheme, so that business entities can participate in providing infrastructure through cooperation agreements. The use of Government and Business Entity Cooperation is one solution in paying for today's infrastructure, so that investors are needed to provide infrastructure using several payment mechanisms in accordance with the agreement between the two parties. Factors that influence the selection of a cooperation scheme are seen from the infrastructure funding factor and the cooperation scheme selection factor. The infrastructure funding factor is seen from the funding pattern, policy framework and return on investment. The scheme selection factor is seen from the aspect of the nature and form of cooperation that occurs, the dimension of the concession time, the scope of work, the aspect of payment, risk and allocation, and the results of the project.
Analisis Penggunaan Balok Rafter Honeycomb Untuk Struktur Gudang Tahan Gempa Dengan Metode LRFD Guci, Jeply Murdiaman; Putri Yastari, Febi
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.243-253.2024

Abstract

Earthquake-resistant structural planning is an important aspect in building construction in earthquake-prone areas. This study aims to analyze honeycomb rafter beams using the Load and Resistance Factor Design (LRFD) method on earthquake-resistant warehouse building structures. Honeycomb beams were chosen because of their ability to reduce the weight of the structure without sacrificing strength and stiffness. This study includes loading analysis, structural element design, and evaluation of structural performance against earthquake loads according to SNI 1726:2019 standards. The results of the study indicate that the HC 900x200x11x17 profile is adequate as a rafter or truss and the warehouse structure using honeycomb rafter beams is declared strong enough and safe in facing potential earthquake loads.
Pengaruh Variasi Mutu Baja Tulangan Pada Penampang Balok Beton Bertulang Riza Aryanti
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.254-261.2024

Abstract

Reinforced concrete beams are important structural elements in building construction that function to channel loads from floor slabs to supporting columns. When receiving a load, reinforced concrete beams experience two conditions, namely compression and tension. Reinforced concrete beams are basically made of a combination of plain concrete that is able to withstand compression forces and reinforcing steel that is able to withstand tensile forces. The amount of reinforcing steel installed on the beam is adjusted to the load applied so that the beam is able to withstand the load. In addition to the amount of reinforcement used, the quality of the steel used also affects the capacity of the beam. This study aims to analyze the variation in the quality of reinforcing steel on moment-curvature, ductility, concrete stress distribution and neutral axis depth. The analysis was carried out using RCCSA v4.3 software. The width of the beam cross-section is 350 mm and the height of the beam cross-section is 700 mm. The quality of concrete (fc') used is 30 MPa. The variation in the quality of reinforcing steel (fy) is respectively 300 MPa, 350 MPa, 400 MPa, 450 MPa, 500 MPa and 550 MPa. The analyzed reinforced concrete beams are single reinforced concrete beams. The results of the study indicate that variations in the quality of reinforcing steel affect the moment-curvature, ductility, depth of the concrete compressive stress block and neutral axis depth but do not affect the maximum concrete compressive stress value in the concrete compressive stress block.
Optimalisasi Perencanaan Pondasi Rakit pada Bangunan Pendidikan Tinggi Muchti, Hafizh Adha; Mazni, Deni Irda; Herman, Hazmal; Boy, Wendi
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 4 (2024): Desember 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.4.262-272.2024

Abstract

This study aims to determine the right type of foundation in the construction of higher education buildings, with a focus on the planning of raft foundations. This study includes the calculation of soil bearing capacity, planning of foundation dimensions and reinforcement, analysis of settlement and uplift, and cost estimation. The methodology used follows the SNI standard, HSP Quarter II of Padang City, and uses ETABS software. Analysis of soil bearing capacity is carried out based on the Meyerhof method using Microsoft Excel, while the loading is analyzed through ETABS. The results of the study indicate that the raft foundation planned for Building C of Dharma Andalas University is able to withstand existing soil tension of 9.755 t/m², which is below the permitted bearing capacity of 39.169 t/m². This foundation is designed with a thickness of 450 mm, using D13 mm threaded reinforcement with a distance of 200 mm and 250 mm. The planned sloof dimensions are 40 cm x 80 cm with 20D22 mm main reinforcement and D10 mm stirrups. The settlement analysis shows a value of 46.997 mm, which still meets the permit limit of 100 mm. The estimated total cost of building a raft foundation, including 11% VAT, is Rp1,673,300,000.00. Based on these results, the planned raft foundation is declared capable of withstanding the load on existing soil conditions and meets the permit stress requirements. This study recommends further exploration of the application of raft foundations on different types of soil and the development of alternative designs for simpler construction.

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