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 138 Documents
 10   11   12   13   14 
Analisis Perubahan Volume pada Timbunan Tanah Lempung Berdasarkan Nilai Batas Susut (SNI 3422:2008) Yudhyantoro, Yus; Prayoga, Andri; Maimunah, Maimunah
Tameh Vol. 11 No. 2 (2022): Tameh: Journal of Civil Engineering
Publisher : University of Muhammadiyah Aceh

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37598/tameh.v11i2.236

Abstract

Sedimentation has continuously resulted in siltation of the port of Pelabuhan Perikanan Samudera (PPS) Lampulo located in Kuta Alam District, Banda Aceh City. The dredged soil collected outside the port area visually indicates clay soil. In addition to the low bearing capacity and high plasticity, the effect of water on clay is high swelling and shrinkage. One of the prominent behaviors that cause major damage to structures built on clay is associated with volume decrease i.e., shrinkage in saturated compressible clay soil when water get evaporated. Shrinkage in clay will result in volume changes. The purpose of this research is to calculate the volume changes in mound of clay soil based on shrinkage limit values using SNI 3422:2008. The soil sample used is an undisturbed sample (UDS) originating from the dredging area of the port of PPS Lampulo. The test consists of water content, specific gravity, liquid limit, plastic limit, shrinkage limit and grain size distribution using the SNI method. Based on the results of the index properties test, according to AASHTO the soil sample belongs to group A-7-5 which means it is a clay soil with a GI value greater than 20, so it is considered poor as a subgrade soil. According to USCS, the soil belongs to the CH classification, which means clay soil with high plasticity, so it has a large potential for expansion and shrinkage. Based on SNI 3422:2008, the average shrinkage limit (SL) is 21.21%, the average shrinkage ratio (R) is 2.27% and the average linear shrinkage (LS) is 9.65%. With an average volume change (VC) value of 35.59%, the shrinkage volume of soil embankment of the dredging area of the port of PPS Lampulo is 32,438.85 m3 compared to its initial volume (91,145.97 m3). Therefore, the shrinkage limit is an important parameter for calculating the volume shrinkage in mound of soil due to the soil type is clay with high plasticity.
Evaluasi Rasio Kapasitas Plat Lantai Jembatan Pangwa Berdasarkan Mutu Beton Aktual munawir; Auzan, Basil
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 Effendy, Amalia; Maulana, Ricky; Silviana, Mery
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 Soviana, Widya; 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 Restu Maulidina, Chika; Hariati, Feril; Nandiasa, Jantiara Eka; Taqwa, Fadhila Muhammad Libasut
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. 
Analisis Tingkat Kehilangan Air Bersih dengan Metode Infrastructure Leakage Index Pada PDAM Tirta Daroy Akmal; Saputra, Haris; Fitriadi, Aidil; Yulia, Yulia
Tameh Vol. 13 No. 2 (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.v13i2.166

Abstract

Pertumbuhan penduduk di Kota Banda Aceh meningkatkan kebutuhan air bersih, termasuk di Gampong Beurawe, Kecamatan Kuta Alam, yang dilayani oleh PDAM Tirta Daroy. Penelitian ini bertujuan menganalisis tingkat kehilangan air bersih dan mengidentifikasi penyebab utamanya menggunakan metode Infrastructure Leakage Index (ILI). Data diperoleh melalui survei lapangan dan pengambilan sampel acak pada 40 meteran air selama dua hari. Hasil menunjukkan tingkat kehilangan air akibat ketidakakuratan meteran sebesar 17.864 m³ per enam bulan (2,97% dari total kehilangan 16,6%), dengan kerugian finansial Rp92.446.200. Penyusunan neraca air mengungkap kehilangan air total sebesar 169.264 m³ per enam bulan (100% dari volume input). Berdasarkan nilai ILI sebesar 15,29 dan tekanan rata-rata 26,9 m, wilayah ini masuk kategori C, dengan kehilangan fisik >300–600 liter per sambungan per hari. Penelitian ini memberikan landasan untuk strategi perbaikan melalui pembenahan infrastruktur, peningkatan pemantauan, dan kebijakan efisiensi penggunaan air.  
Evaluasi Faktor-Faktor Pembiayaan Keselamatan dan Kesehatan Kerja Pada Proyek Konstruksi Lanjutan Pembangunan Rumah Sakit Rujukan Regional Cut Nyak Dhien Meulaboh Agusmaniza, Roni; Tripoli, Bambang; Khairunnas, Khairunnas; Syahbana, Mahdi
Tameh Vol. 13 No. 2 (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.v13i2.177

Abstract

Pembangunan Rumah Sakit Rujukan Regional Cut Nyak Dhien Meulaboh merupakan salah satu cara untuk mempermudah pelayanan publik yang berlokasi di Jln. Kayu Putih, Kecamatan Johan Pahlawan, Kabupaten Aceh Barat. Bangunan ini memiliki luas 7.050 m2 dengan anggaran biaya senilai Rp. 29.329.837.000,00. Pada penelitian ini akan diteliti mengenai variabel faktor-faktor pembiayaan K3, administrasi, teknis, harga dan pembuktian kualifikasi. Permasalahan penelitian faktor apa saja yang dibutuhkan dalam pembiayaan K3, Indikator apa yang dibutuhkan dalam perencanaan pembiayaan K3. Tujuan yang ingin dicapai dalam penelitian ini untuk mengetahui faktor apa saja yang dibutuhkan dalam perencanaan pembiayaan K3 serta untuk mengetahui indikator apa saja yang dibutuhkan dalam pembiayaan K3. Penelitian ini dilakukan dengan wawancara dan penyebaran kuesioner kepada 11 orang responden yaitu Project manager, Site Engineer, Quality Control, Pengawas Kontraktor, Pengawas Konsultan, dan Ahli K3, pengolahan data dilakukan dengan bantuan aplikasi SPSS Versi 25. Hasil penelitian ini di peroleh yaitu helm safety dihitung untuk 1 kali pergantian 30 pekerja x 1 = 30 helm, untuk sepatu safety dihitung 1 kali pergantian 30 pekerja x 1 = 30 sepatu , dan untuk sarung tangan safety dihitung 2 kali pergantian 30 pekerja x 2 = 60 sarung tangan. Hasil rata-rata uji validitas masing-masing variabel Y = 0,753, X1 = 0,818, X2 = 0,870, X3 = 0,803 dan X4 = 0,808 (valid), sedangkan Nilai rata-rata uji reliabilitas masing-masing variabel Y = 0,794, X1 = 0,808, X2 = 0,820, X3 = 0,805 dan X4 = 0,807 (reliabel). Dalam penelitian ini juga menggunakan analisis deskriptif untuk mendapatkan nilai rata-rata (mean) dari masing-masing variabel Y = 4,25, X1 = 4,22, X2 = 0,04, X3 = 4,05 dan X4 = 4,01. Hasil jawaban nilai dominan didapatkan nilai rata-rata setuju sebanyak 47%, sangat setuju 33%, kurang setuju 19%, tidak setuju 1% dan sangat tidak setuju 0%.
Analisis Poduktivitas Tenaga Kerja pada Pekerjaan Pasang Batu Bata Berdasarkan Permen PUPR dan  Lapangan irfanal azmi
Tameh Vol. 13 No. 2 (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.v13i2.183

Abstract

Produktivitas adalah ukuran kuantitatif dari capaian suatu pekerjaan yang dilakukan oleh tenaga kerja. Analisis produktivitas merupakan sebuah koefisien yang digunakan dalam suatu pekerjaan yang berguna untuk menghitung harga satuan pekerjaan. Pekerjaan dinding di proyek konstruksi sering terjadi banyak permasalahan pada umumnya terkait para pekerja tidak mengikuti standar prosedur pelaksanaan pengerjaan dinding bata. Pemasangan yang tidak teliti membuat dinding menjadi tidak rata yang berpengaruh terhadap produktivitas. Penelitian ini betujuan untuk mengetahui rata-rata produktivitas tenaga kerja pada pekerjaan pemasangan batu bata merah di bandingkan dengan standar Peraturan Menteri PUPR Nomor 8 Tahun 2023 dan mengetahui faktor-faktor yang mempengaruhi produktivitas pemasangan batu bata pada proyek Gedung Kantor Pengadilan Agama Teluk Kuantan. Metode yang digunakan dalam penelitian ini adalah metode observasi dan pengukuran. Hasil dari analisis observasi dan pengukuran di lapangan, didapat hasil rata-rata produktivitas pasang batu bata merah yaitu, 55,376 m2/hari dengan koefisien 0,054 OH, hasil rata-rata produktivitas pasang batu bata merah di proyek tersebut lebih kecil daripada standar Permen PUPR yaitu 113,333 m2/hari dengan koefisien 0,026 OH perbandingan tersebut sebesar 1:2,046. Setelah didapatkan perbandingan koefisien pekerjaan, harga upah dan harga material maka didapatkan harga satuan pemasangan batu bata merah sebesar Rp. 95.625 -/m2 dengan analisa lapangan, Rp. 118.127 -/m2 dengan perhitungan Peraturan Menteri PUPR. Faktor pengalaman kerja berpengaruh paling penting pada pekerjaan pasangan batu bata dan disusul oleh umur lalu pendidikan.  
Evaluasi Penerapan Lean Six Sigma terhadap Pengendalian Material pada Perusahaan Konstruksi Nova Nevila Rodhi; Fajri, Muhammad
Tameh Vol. 13 No. 2 (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.v13i2.188

Abstract

Pembangunan proyek konstruksi bertujuan mencapai keberhasilan melalui pengelolaan sumber daya seperti tenaga kerja, peralatan, material, biaya dan metode. Keberhasilan proyek diukur dari efisiensi biaya, ketepatan waktu dan mutu. Di Kota Banda Aceh, pesatnya pembangunan infrastruktur meningkatkan tantangan dalam pengendalian pemborosan material, waktu dan biaya. Pendekatan lean six sigma yang terstruktur untuk mengurangi pemborosan dan meningkatkan efisiensi, menjadi solusi utama untuk masalah ini. Penelitian ini bertujuan untuk mengetahui pengendalian material dan mengevaluasi penerapan lean six sigma pada pengendalian material pada perusahaan konstruksi di Kota Banda Aceh. Penelitian dilakukan dengan menyebarkan kuesioner kepada 20 responden dari perusahaan jasa konstruksi dengan kualifikasi Kecil (K) dan Menengah (M) menggunakan teknik sampling jenuh. Analisis dilakukan menggunakan analisis deskriptif dan analisis mancova dengan dengan SPSS versi 25. Variabel yang diteliti meliputi define, measure, analize, improve dan control. Berdasarkan hasil analisis deskriptif, LSS sudah diperoleh nilai mean sebesar 3,96. Hal ini menunjukkan bahwa responden setuju pada tahapan LSS dapat mengendalikan penggunaan material pada proyek konstruksi. Uji MANCOVA menunjukkan bahwa penerapan lean six sigma memiliki pengaruh signifikan terhadap pengendalian material (p = 0,004), sedangkan kualifikasi perusahaan tidak menunjukkan pengaruh signifikan (p = 0,144). Oleh karena itu, pengendalian material lebih dipengaruhi oleh penerapan Lean Six Sigma dibandingkan dengan Kualifikasi Perusahaan.

Page 13 of 14 | Total Record : 138

 10   11   12   13   14 

Filter by Year

2018 2025


Reset
Filter By Issues
All Issue Vol. 14 No. 1 (2025): Tameh: Journal of Civil Engineering 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): Tameh: Journal of Civil Engineering Vol 11 No 1 (2022): Juni Vol 10 No 2 (2021): December Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering Vol 10 No 1 (2021): Juni Vol. 10 No. 1 (2021): Tameh: Journal of Civil Engineering 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