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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
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Search results for , issue "Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering" : 6 Documents clear
Analisis Kebutuhan dan Ketersediaan Air Bersih Kecamatan Darul Imarah Kabupaten Aceh Besar Vina Listia; Yulia Yulia; Mirza Muazzin
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v13i1.1

Abstract

Fulfilling sterile water requirements is highly dependent on sterile water sources availability. The problem faced every dry season in Darul Imarah was that around 85% areas did not support with sterile water. The people merely have it from drilled wells, so that it is necessary to analyze the need for sterile water until 2033. The aims of this research were to analyze the total need for sterile water in Darul Imarah district area, to investigate whether the reservoir capacity was sufficient for water needs in 2033 and to figure out the existing of water availability met the needs and sufficiency in Darul Imarah district area until 2033. It is hoped that based on the result of this study could provide information and knowledge to Darul Imarah community about the need and availability of sterile water especially for provision and water consumption. The analysis of the projected population and Local Water Company Mountala customers using the arithmetic method resulted sterile water need and availability and reservoir volume. In 2033, the population in this district will achieve 60,965 people with 14,109 customers. The need for sterile water in 2033 based on the increased number of customers and residents was 143.10 liters/second. Broncap Gle Taron's water needs considered still be able to meet the clean water needs for the current service area until 2033. This was proven by the total clean water need in 2023 would be 150 liters/second. The reservoir required in 2033 would be 2472.83 m3. The reservoir storage volume at Local Water Company Mountala was 1 unit with storage of 500 m3. The shortage of reservoir capacity was 1972.83 m3 or it requires 4 additional reservoir units to meet water availability in 2033. The need for sterile water increasing every year to minimize water shortages, so it is necessary to consume water effectively.
Evaluasi Rasio Kapasitas Plat Lantai Jembatan Pangwa Berdasarkan Mutu Beton Aktual munawir; Basil Auzan
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh/v13i1.137

Abstract

This article reviewed the effect of decreasing quality of concrete in the vehicle deck on Pangwa bridge located in Trienggadeng, Pidie Jaya district, Aceh Province. The bridge deck was planned to use concrete with a quality of 30 MPa, however in practice, it was estimated that only 18.8 MPa was achieved. Based on the actual concrete quality, this article reported a reanalysis of the bending and shear capacity ratio. Structural analysis was carried out using SAP2000 software referring to engineering design data. The stages include modeling the bridge as a space frame steel construction with a deck using reinforced concrete material, loads calculation, internal force analysis, and checking the structural capacity. Load calculations and load combinations refer to the standard Loading for Bridges (SNI 1725: 2016). The bridge deck was analyzed as a one way slabs using D16-150 reinforcement with steel grade fy = 320 MPa. The loads taken into structure analysis include: self weight, additional dead load, truck load, and wind load. Based on the loads on the bridge, it is estimated that the possible forces arising from certain conditions are calculated based on the ultimate load combination of Strength-I, Strength-II, Strength-III, Strength-IV and Strength-V according to the provisions of SNI 1725-2016. Based on the results of the structural analysis recapitulated from the value of the load combination, the maximum and minimum moments were 388.68 kN.m and -391.22 kN.m while the maximum shear force were 169.60 kN. The planned bending capacity was 396.303 kN.m (design) and was achieved at 365.568 kN.m (actual) or 7.75% less than the ultimate moment. The pons shear force arising on the bridge deck was Vu = 169.6 kN with pons shear capacity, ØVn = 874.895 kN in the design data and was achieved by 703.811 kN (actual). Based on the results of these calculations, it can be concluded that Pangwa bridge still meets the level of safety for the use as a vehicle traffic lane.
Analisis Kelayakan Tarif Bus Trans Koetaradja Berdasarkan Ability To Pay (ATP) Koridor 2A Pusat Kota-Blang Bintang Amalia Effendy; Ricky Maulana; Mery Silviana
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v13i1.142

Abstract

Since in 2018, Trans Koetaradja Urban Mass Transit is expected to provide maximum service to the community as users. Corridor 2A with the route Masjid Raya Baiturrahman-Lambaro-Blang Bintang. For now, the government applies full subsidies for bus users, meaning that bus users can ride this bus without paying. However, this condition will certainly not last forever. Calculation of the feasibility of bus fare based on Ability to pay is done to see the ability of this bus user to pay the bus fare. This study uses a Quantitative Descriptive Research Method through Survey Techniques involving 392 respondents to bus users given a survey form containing questions regarding: frequency of bus use, average monthly income and expenses and expenses to pay for transportation Respondents were selected based on activities, which were divided into 7 categories based on occupation, including: Students, Self-employed, Workers, Civil Servants, Non-workers and Housewives. The results of the questionnaire were then tabulated and calculated to see the distribution of ATP rates by considering income, percentage of expenditure on transportation and frequency of use. From the research results, the percentage of gender is 57% female and 43% male. The average frequency of use of the bus in 1 week is 4 times the transportation costs obtained range between Rp. 10,000 and Rp. 200,000 The average ATP value is Rp. 2,400.
Analisis Tipe Rumah Tinggal Terhadap Ancaman Bahaya Tsunami Di Kota Banda Aceh: Studi Kasus: Kecamatan Kuta Alam dan Syiah Kuala Widya Soviana; Husaini Husaini
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v13i1.143

Abstract

People who lived on the Banda Aceh City shoreline lost their houses in the 2004 tsunami tragedy. The likelihood of a tsunami tragedy in the future might rise if homes are rebuilt in the original location. The goal of this study was to determine the most common building types and the degree of susceptibility of residential structures to the tsunami catastrophe in the districts of Kuta Alam and Syiah Kuala. Through a sample approach, a questionnaire was given out to the community in the districts of Kuta Alam and Syiah Kuala, with a total of 105 responses. To gather representative home building types at the research site, a survey was undertaken. data processing with the use of the validity and reliability tests in SPSS. The questionnaire was deemed legitimate as a result of the validity test, which produced average R count values of 0.1918 and higher than the value of r table. The reliability test findings were dependable since they had a Cronbach Alpha score of 0.671, which is higher than 0.6. The predominant home types in the Kuta Alam and Syiah Kuala subdistricts are type B (good) and type C (poor) dwellings. Low, medium, and high levels of vulnerability were used to determine how vulnerable residential buildings were to the tsunami tragedy in the Kuta Alam District. The Syiah Kuala District, meanwhile, had high and moderate degrees of vulnerability. According to the physical state of the environment in the districts of Kuta Alam and Syiah Kuala, 19% of the coastal regions are still in their original state, and 81% of the territory is made up of grib stones and mangroves. In the Kuta Alam sub-district, there are 11 villages overall, with the percentage of vulnerable structures falling into one of three categories: low (45.45%), medium (45.45%), or high (9.09%). In the Syiah Kuala District, however, the degree of vulnerability of residential structures was determined from a total of 10 villages, and it was divided into two classes: medium, with a percentage of 40%, and high, with a percentage of 60%. As a result, it's important to upgrade the design of communal housing in coastal locations, such as by constructing homes with two or more levels.
Analisis Pengaruh Pengalaman dan Karakter Sumber Daya Manusia Terhadap Kualitaskerjaan Proyek Konstruksi: Studi Kasus: Kecamatan Kuta Alam dan Syiah Kuala Bunyamin; Heru Pramanda; Wahyu Diara; David Sarana
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v13i1.145

Abstract

Quality of work is a result that can be measured by the effectiveness and efficiency of a job performed by human resources. There are many factors that can affect the quality of work, one of which is experience and character. independent variable and the dependent variable. In this study, the independent variables consisted of experience (X1) and character (X2), while the dependent variable was work quality (Y). The purpose of this study was to determine the influence and character of human resources on the quality of construction project work in Central Aceh District. The formulation of the problem of this research is how to determine the relationship between the Data processing uses the descriptive statistical data analysisthod through the SPSS application. The research results obtained from the validity test of each question item stated that all were valid. The influence of experience and character when viewed from the highest frequency value is 50.0%, which has a very influential impact. While the highest frequency value for the quality of work is 36.7%. The hypothesis test of the variable f test has a (simultaneous) effect on the independent variable. The multiple determination coefficient test (R2) obtained a value of R2 = 0.782, meaning that the experience and character of the management consultant jointly affect the quality of work. For the partial determination coefficient test, it is known that the effective contribution of the character variable is 31.9%, the character variable has more influence on the quality of work in project work in Central Aceh District than the experience variable.
Kajian Penggerusan (Scouring) pada Dinding Saluran Air Waringin Jaya Kecamatan Bojonggede Kabupaten Bogor Chika Chika Restu Maulidina; Feril Hariati; Jantiara Eka Nandiasa; Fadhila Muhammad Libasut Taqwa
Tameh Vol. 13 No. 1 (2024): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v13i1.149

Abstract

The Waringin Jaya river is a tributary of the Ciliwung river that passes through Waringin Jaya village. Although it is not classified as a river with a large discharge, it is capable of eroding riverbanks and retaining walls, endangering the community. This study aims to analyze the magnitude and depth of local scour that occurs on gabion-type retaining walls, located in the Waringin Jaya River basin, Kec. Bojonggede, Kab. Bogor using the Hec-Ras computer application. The calculation of the discharge plan for the return period of 2 years, 5 years, 10 years, 20 years, 25 years, 50 years, and 100 years using the rational method was carried out based on daily rainfall data at the Citeko Meterological Station and the West Java Climatology Station with a data length of 2007 - 2021. Based on the calculations that have been carried out, the water level on the retaining wall with a flood return period of 2 years, 5 years, 10 years, 20 years, 25 years, 50 years, and 100 years is 0.92 m; 0.99 m; 1.03 m; 1.04 m respectively; 1.06 m; 1.08 m; and 1.10 m, while based on the analysis conducted with Hec-Ras bridge scour, the scour that occurs at each return period flood discharge is 1.24 m; 1.32 m; 1.35 m; 1.39 m; 1.40 m; 1.44 m; and 1.46 m, respectively. 

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