cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Kemala Hayati
Contact Email
kemalahayati1982@gmail.com
Phone
+6281360166220
Journal Mail Official
jurnal.tameh@unmuha.ac.id
Editorial Address
Universitas Muhammadiyah Aceh JL. Muhammaddiyah No. 91. Desa Bathoh, Kecamatan Lueng Bata, Banda Aceh, Aceh 23245
Location
Kota banda aceh,
Aceh
INDONESIA
Tameh : Journal of Civil Engineering
Published by Universitas Muhammadiyah Aceh
ISSN : -     EISSN : 27985601     DOI : https://doi.org/10.37598/tameh
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Environmental Science Transportation
Tameh merupakan Jurnal online yang diterbitkan oleh Program Studi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Aceh. Jurnal Tameh berkomitmen untuk kemajuan pengetahuan ilmiah dan temuan penelitian dari karya ilmiah. Jurnal ini bertujuan untuk menyebarluaskan hasil penelitian yang berkaitan dengan bidang keilmuan Teknik Sipil. Jurnal Tameh diharapkan dapat memberi kontribusi kepada mahasiswa, peneliti, engineer, dan praktisi serta para ilmuwan. Jurnal Tameh ini diterbitkan secara berkala 2 (dua) edisi per tahun pada bulan Juni dan Desember, dengan meliputi bidang keilmuan adalah Structural Engineering, Water Resources Engineering,Transportation Engineering,Geotechnical Engineering,Construction Engineering & Management,Disaster Mitigation.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 6 Documents
 1 
Search results for , issue "Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering" : 6 Documents clear
Perencanaan Tebal Overlay dengan Alat Benkelman Beam dan Falling Weight Deflectometer Amir Mukhlis; Agustiar Agustiar
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.158

Abstract

In a certain period, the road pavement will be damaged so this pavement needs to be overlay. There is pavement damage that needs overlay activity in the highway, so the pavement is needed to maintain. This study is performed to find the overlay thick of pavement (overlay) by using Falling Weight Deflectometer (FWD) and Benkelman Beam (BB) tools. Overlay thick design is based on Design of Overlay Thick of Flexible Pavement by Deflection Method (Pd T-05-2005-B). The segment of this study is in Jalan Banda Aceh - Medan highway, the data that taken is from the same point between Falling Weight Deflectometer (FWD) and Benkelman Beam (BB). To design the thickness, this investigation needs the result deflection of Falling Weight Deflectometer (FWD) and Benkelman Beam (BB), then the value result is corrected. After the obtain corrected deflection value, the next process is calculating uniformty factor (FK), representative deflection (Dsbl ov), design deflection (Dstl ov), overlay thick (Ho), factor of overlay thickness (Fo), and corrected overlay thick (HT). The result of this study is the overlay thick from Falling Weight Deflectometer (FWD) and Benkelman Beam (BB), it is 5,235 cm for Falling Weight Deflectometer (FWD) and 3,722 cm for Benkelman Beam (BB). The result difference between Falling Weight Deflectometer (FWD) and Benkelman Beam (BB) is 1.513 cm or 28.90% in the percentage.
Persepsi Masyarakat terhadap Dampak Limbah Tahu di Sekitar Sungai Nina Shaskia; Irda Yunita
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.153

Abstract

The tofu processing sector is quickly expanding in tandem with the popularity of tofu meals among Indonesians. Unfortunately, the tofu industri's rapid growth has not been matched by effective waste management, and as a result, many businesses continue to dump liquid waste directly into rivers without treatment. In the Krueng Daroy and Krueng Doy River sections of Banda Aceh, there are three tofu factories that directly dump liquid waste into the river and have the potential to damage the river. As a result, the goal of this study is to examine the public's perception of tofu waste's influence on the river ecosystem and to assess public comprehension of tofu waste's impact on the environment. The descriptive analysis method was used in this study. Questionnaires, observations, and interviews were used to gather information. After that, the data was descriptively processed and weighted. The findings are divided into three categories: public perception of aesthetics, public perception of smell, and public perception of the environmental impact of tofu waste. More than 90% of the respondents thought that tofu waste had a negative impact on the environment's aesthetics and produced stink. The public's impression of tofu waste in the river environment is 78.56 percent, which means that more than 75 percent of respondents believe tofu waste has an environmental impact. It is included in the "disturbing" category based on the average attitude rating of 785.6. This demonstrates that tofu waste has a detrimental environmental impact. As a result, business actors must get a better understanding of the impact of tofu waste on the environment, as well as the efforts that must be done to reduce that impact, such as constructing an appropriate Waste Treatment Plant (IPAL) or repurposing tofu liquid waste for other purposes.
Pengaruh Angin Terhadap Tata Letak dan Jumlah Sekrup Konstruksi Baja Ringan Berdasarkan SNI-7971- 2013 Mahdi Syahbana; Agustiar Agustiar; Lindawati Lindawati
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.166

Abstract

Light weight steel material has experienced rapid development in the construction. However, there are still many costruction failures on light weight steel, resulting in cost loss. The failure of light steel structures often occurs at the connections. The connection tool on milld steel is usually using a self-drilling screw. The research location is at Aceh One Stop Integrated Service and Investment Service Building (DPMPTSP) Aceh. The problem in this study is the placement and number of screws on the lightweight steel roof structure in the field which is carried out for each member according to the code, and the effect of wind load on the placement and number of screws on the lightweight steel roof structure. This study aims to determine the effect of the placement and number of screws on the lightweight steel roof structure. The scope of this research of problems including the placement and number of screws on the lightweight steel roof structure. The standars used in the design of light steel structures in this study is SNI 7971 2013 and the loading planning standars using SNI 03 1727 1989. Calculation steps using the LRFD method for steel structure design regulated in SNI 03 1729 2002. Based on the results, it is obtained that the number and placement of the screws in the field are different from those obtained in the calculation. From the calculations, it is obtained from the recapitulation, dead loads with a maximum value of 123.07 kg, live loads with a maximum load of 30.1 6 kg, and for compressed air and suction loads with a maximum load of 180 kg. the maximum design force value is 1241.33 kg and the screws bearing resistance value is 256.752 kg. the number of screws is obtained where the the value of the design force is divided by the value of the bearing resistance, on each member obtained 1screw, 2 screws, 3 screws, 4 screws, and 5 screws. Whilst it is found for each member in the field using 3 screws.
Pengaruh Proporsi Kendaraan Terhadap Kecepatan Arus Lalu Lintas: (Studi Kasus: Jalan Tgk. Chik Ditiro Depan Gedung Keuangan Banda Aceh) Rifki Hidayat; Aulya Shafira Niskhi
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.155

Abstract

Transportation is the movement of people or goods from one place to another using a vehicle driven by humans or machines. Along with its development, the number of vehicles in Banda Aceh is increasing. On the Tgk Chik Ditiro road, traffic jams often occur, because there are schools, offices, many traders who trade on the shoulder of the road and the sidewalk, there are several vehicles against the flow, and vehicles parked carelessly, there are delays or movement of traffic flow especially at the hour busy. Based on observations in the field, traffic flow at busy times is dominated by two wheels and four wheels, so that it affects the speed on the Tgk Chik Ditiro road in Banda Aceh City. The purpose of this research is to find out what percentage of the effect of the proportion of vehicles on road traffic flow and to get the value of the proportion of vehicles on the road. The results obtained for the highest traffic volume were obtained on Thursday 26 September 2019 at 17.00-18.00 amounting to 6669.60 pcu / hour, the value of road capacity was 4938 pcu / hour, while the level of road service with the degree of saturation obtained was 1.35 means the Jalan Tgk. Chik Ditiro Kota Banda Aceh is included in category F, where the flow is blocked, the speed is low, the volume is above capacity, and there is a delay. The results of traffic volume for 3 (three) days obtained the maximum proportion of two-wheeled vehicles on Thursday 26 September 2019 at 08.00-09.00 WIB with a value of 48.43%. For the Maximum Proportion of four-wheeled vehicles (LV) on Thursday 26 September 2019 at 17.00-18.00 WIB with a value of 74.77%. In the research, it can be seen that the dominant light vehicle growth affects these roads.
Kajian Ulang Perencanaan Geometrik Simpang Simpang Tak Bersinyal Berdasarkan Highway Capacity Manual Bambang Tripoli; Dian Febrianti; Edi Mawardi; Zulyaden Zulyaden; Supriadi Supriadi
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.162

Abstract

Simpang Empat Jeuram Nagan Raya is often mentioned by local people as “Simpang Peut” is the main route of the city's arterial road serving traffic movement between districts or between provinces, which is located in Kuala District, Nagan Raya Regency. The intersection has four arms, serving the flow of 4 lanes of the main road with a median and 2 lanes of minor roads connecting the route for offices, residential residents, trade and as a route to the city center. The problem that is raised and also the purpose of research is how the performance of the intersection to traffic volume occurs in the four arms and distinguishes the difference between the current calculation and previous research. The limitations of the discussion are the research location at Simpang Empat Jeuram, the performance of the intersection based on the 1993 HCM method, side barriers and not predicting previous research. Based on the results, the current volume is 3,310 pcu/hour with a composition of 2,789 pcu/hour. The capacity of 4,009 pcu/hour is above the existing volume which is categorized as not jammed or not saturated. Side barriers 1,328 events are categorized as commercial areas and roadside market activity is very high. The degree of saturation is 0.70 < DS (DS < 0.80 - 0.90) with an average delay of 7.95 seconds/pcu and a queue length of 40% - 20% with a service level D where the current is unstable and sometimes has to slow down the speed of 43 km/hour. Previous research has shown significant results, because the increase in vehicles has continued to increase by 75% in the last 3 years.
Analisis Peran Stakeholder Terhadap Kesuksesan Proyek Konstruksi Zainuddin Zainuddin; Aulia Aulia
Tameh Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v10i2.164

Abstract

Good management of the project is a prerequisite for achieving project objectives. Every construction company must be able to demonstrate the quality of its services so that it can excel in the competition. The problem in this study is whether the role of stakeholders affects the success of a construction project and how much influence it has on the success of the project. In this study the sample taken was the Department of Housing and Settlements of Banda Aceh City and obtained 6 respondents and PT Coplanar Daya Maxima obtained 4 respondents. Respondents in the purpose of this study were to find out what roles and how much influence stakeholders have on the success of construction projects. Data collection technique is distributing questionnaires to respondents. Data processing was carried out using validity and reliability tests then data analysis using descriptive analysis and product moment correlation, as well as multiple linear regression using SPSS version 25. This study consisted of independent variables (X) consisting of owners (X1), employees (X2), suppliers (X3), consumers (X4), competitors (X5) and business licenses (X6) and the selection variable (Y). The test results for the validity of the r-table value of 0.6319 meet the requirements for r-count > r-table. The results of the reliability test show that all independent variables (X) and stakeholder determinant variables (Y) are reliable. This is because it has met the minimum coefficient of Cronbach Alpha, which is greater than 0.6. The results of descriptive analysis have the lowest mean value found in the employee variable (X2) and business license (X6) of 4.100 and the highest mean value of the supplier variable (X3) of 4.475 which shows that the average respondent's answer is important, then all variables play an important role in project success. construction. The results of multiple linear regression obtained the following equation: Y = 24.018 + 0.412X1 – 0.002X2 – 0.759X3 – 0.526X4 + 0.427X5 – 0.701X6. The analysis shows that the dominant influence of the role of stakeholders on the success of the project is in the supplier variable (X3) with a regression coefficient value of -0.759 and the level of relationship between suppliers (X3) and stakeholders. The results of the classification of the relationship level on the value of the correlation coefficient based on the interval table of the correlation coefficient value and the strength of the relationship.

Page 1 of 1 | Total Record : 6

 1 

Filter by Year

2021 2021


Reset
Filter By Issues
All Issue Vol. 13 No. 2 (2024): Tameh: Journal of Civil Engineering Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering Vol. 11 No. 2 (2022): Tameh: Journal of Civil Engineering Vol 11 No 2 (2022): Desember Vol 11 No 1 (2022): Juni Vol. 11 No. 1 (2022): Tameh: Journal of Civil Engineering Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering Vol 10 No 2 (2021): December Vol. 10 No. 1 (2021): Tameh: Journal of Civil Engineering Vol 10 No 1 (2021): Juni Vol 9 No 2 (2020): Desember Vol 9 No 1 (2020): Juni Vol 8 No 2 (2019): Desember Vol 8 No 1 (2019): Juni Vol 7 No 1 (2018): Juni Vol. 9 No. 2 (2020): JURNAL TEKNIK SIPIL Vol. 9 No. 1 (2020): JURNAL TEKNIK SIPIL Vol. 8 No. 2 (2019): JURNAL TEKNIK SIPIL Vol. 8 No. 1 (2019): JURNAL TEKNIK SIPIL Vol. 7 No. 2 (2018): JURNAL TEKNIK SIPIL Vol 7 No 2 (2018): Desember Vol. 7 No. 1 (2018): JURNAL TEKNIK SIPIL More Issue