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 
Identifikasi Faktor–Faktor Penyebab Cost Overrun dan Time Overrun pada Proyek Konstruksi Gedung Di Kota Banda Aceh Soviana, Widya; Herlina, Eva; Soviati, Sukma; Musrian, Andi
Tameh Vol. 11 No. 1 (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.v11i1.156

Abstract

Projects of building construction develops acordance with the implementation of the fulfillment of human life. During implementation, the project did not always as expected. These things happen due to cost and time deviations. The problem in this research is what are the factors that cause cost overrun and time overrun in the implementation of building construction projects in Banda Aceh city. The purpose of the study was to determine the causes of cost overrun and time overrun in the implementation of building construction projects toward minimize the impact of failure in the implementation of a construction project. The research data was obtained by distributing questionnaires to 40 respondents from qualified (small) and (medium) of contractors in Banda Aceh city. The sampling technique used is purposive sampling with the criteria of fulfilling the experience of having been involved in the implementation of building construction projects. Data processing was carried out with SPSS version 24 software with confirmatory factor analysis, descriptive analysis and fishbone analysis. The results of factor analysis obtained the average value of the MSA test of 0.694, the KMO test of 0.684. The value of a variable can be analyzed further if the value exceeds 0.5 and the Bartlett test obtained a value of 0.000 <0.05, it explaned each variable is correct. The total value of variance explained is 50.91%, it means the nine factors can form the factors causing cost overrun and time overrun, while the remaining 49.08% is explained by other factors. From the loading factor value, the dominant factor is material factor (X4) with a loading value of 0.91. The results of the descriptive analysis show causing of cost overrun and time overrun are an increase in material prices (X4.3) with mean value is 4.13 and poor quality control of materials (X4.4) with mean value is 4.03.
Perencanaan Jamban Sehat untuk Rumah Studi Kasus Desa Weninggalih Kabupaten Bogor Arthono, Andri; Ekadipta, Ekadipta
Tameh Vol. 11 No. 1 (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.v11i1.186

Abstract

A livable house must meet various requirements, one of which is health requirements, so that the occupants remain healthy. One of the important things that must be in a house is a latrine or bathroom. Inappropriate latrines facilitate the spread of certain diseases such as diarrheal diseases. The planning and manufacture of family latrines must follow the criteria in accordance with existing standards such as layout, water sources, construction, and also the materials. With the existence of family latrines that meet the criteria, a healthy society will be realized, as an effort to implement a healthy lifestyle for the community which was proclaimed by the Ministry of Health as a Clean and Healthy Lifestyle (PHBS). The purpose of this study was to determine the feasibility of sanitation and environmental health in Weninggalih village, Bogor Regency. Methods The research is conducted by conducting a field survey. Data collection is done by visiting the house one by one, where the physical components seen are focused on the bathroom and its supporting facilities. Based on the results of the study, it is known that the houses in the village of Weninggalaih are still very far from being feasible. This can be seen from the construction of the house with earth floors and tends to be humid. In addition, the walls use cubicles that allow air from outside to easily enter, including various small animals, the absence of a low roof, and the absence of a proper bathroom. Therefore, it is recommended to the local authorities to improve the facilities in every resident's house, including making a latrine in each house, constructing drainage channels and also infiltration wells to reduce household waste, including providing space between the house and the animal cages.
Analisis Hujan Ekstrim Probable Maximum Precipitation (PMP) menggunakan metode Hersfield dan Perhitungan Debit Banjir: (Studi Kasus: Sungai Kluet Utara Kabupaten Aceh Selatan) Akmal, Akmal; Yulia, Yulia; Aranda, Aris
Tameh Vol. 11 No. 1 (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.v11i1.196

Abstract

Extreme rain is rain with the lowest intensity of 50 mm/24 hours or 20 mm/hour. River is an elongated surface water flow and flows from a higher place (upstream) to a lower place (downstream). The area of KIuet is 1429.93 km and the area of Kluet River is 163.51 km2 and the length of the river is 68.26 km. The problem is that Kluet Utara River experiences high rainfall, resulting in overflows that flatten agricultural land and submerge residential areas. The purpose of the study was to calculate the planned return period rainfall, analyze the PMP (probable Maximum Precipitation) value and analyze the flood discharge to evaluate the PMF (Probable Maximum Flood) value and the return flood discharge. The benefits of this research are used to see the PMF value and return period rainfall to analyze the frequency of flooding KIuet Utara Watershed (DAS). The scope of the research was to calculate rainfall and flood discharge in KIuet Utara Watershed and secondary data which includes 10 years rainfall data obtained from BMKG (Meteorology, Climatology and Geophysics Agency) Indrapuri Aceh Besar and watershed maps obtained from PT. Mediatama Indoconsult. Processing of rainfall data on return period used Log Pearson III Method and PMP used Hersfield Method while calculating the planned flood discharge using Melchior Method. The results of the research is the rainfall value for the return period for the lowest rainfall in the 2 year return period is as high as 211,836 mm and the highest rainfall for the 1000 year return period is 566,239 mm, so that the flood discharge plan for the return period for the lowest flood discharge in the 2 year return period is equal to 2061,342 m3/s and the highest flood discharge at the 1000 year return period is 5510,490 m3/s. The PMP value was obtained at 2128,432 mm so that the PMF was obtained at 20714,772 m3/s. Log Pearson III and PMP methods can be used to calculate the rainfall in KIuet Utara and the results from the rainfall are used to calculate the planned flood discharge using Melchior Method.
Analisis Portal Struktur Menggunakan Metode Takabeya dan Sap 2000 Wahyuni, Wahyuni; Munawir, Munawir; Armianda, Riski
Tameh Vol. 11 No. 1 (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.v11i1.141

Abstract

The building structure is the main component that supports the establishment of a building. In analyzing the building structure, either determinate or indeterminate, there are various moment distribution methods. The method used in this research is the Takabeya method and SAP 2000 as a comparison. The purpose of this study is to compare the value of the moment, shear force and axial force of the building structure with the Takabeya and SAP 2000 methods. From the results of the calculation of the internal forces on the first floor, the value is not significant. As for the 2nd floor, on the portal on the edge of the building there is a small difference in value, but not on the central portal which has a difference of up to 20%. From the overall calculation of internal forces, the ratio of moment values is ± 7%, shear force is ± 3%, and the axial force is ± 5%. The difference in internal force results between the Takabeya and SAP 2000 methods is not too large, it shows that the moment distribution for the two moments is almost the same. But for the results of the shear and axial forces which have very large differences in results, this difference is due to the possibility of load distribution at the joint points.
Simulasi Perubahan Tata Guna Lahan terhadap Laju Erosi Lahan Menggunakan Metode Universal Soil Loss Equation (USLE) pada Daerah Aliran Sungai (DAS) Ciseel Hariati, Feril; Muhammad Libasut Taqwa, Fadhila; Alimuddin, Alimuddin; Salman, Nurcholis; Fadhillah Sulaeman, Nur Handika
Tameh Vol. 11 No. 1 (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.v11i1.185

Abstract

One of the causes of the silting of the Sagara Anakan, estuary of Citanduy River is due to sedimentation caused by changes in land use, which causes the erosion rate to become uncontrollable. To predict the rate of surface erosion of the Ciseel watershed, one of Citanduy tributary, the USLE (Universal Soil Loss Equation) method was used, while the Geographic Information System was used to assist in the analysis of spatial data. The results of the analysis of the rate of erosion in the Ciseel watershed show that in 2006 it was 28 tons/ha/yr, in 2012 it was 44.2 tons/ha/yr and in 2016 it was 49.9 tons/ha/yr, so it belongs to the erosion hazard class II/mild. based on the USDA classification. From the results of this study, it can be shown that the rate of surface erosion in the Ciseel watershed has a small contribution to sedimentation in Sagara Anakan. The simulation of land use change as an effort to reduce the rate of erosion from dry agricultural land to rice fields is expected to reduce the rate of erosion up to 24.7% in 2016.
Peranan Badan Perencanaan Pembangunan Daerah pada Pembangunan Infrastruktur di Kabupaten Aceh Barat Dewi, Melati; Zakia, Zakia
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.v11i2.235

Abstract

The Regional Development Planning Agency (BAPPEDA) of West Aceh Regency plays an active role as a coordinating planner, and controller of implementation as well as researcher and development of regional development. In planning, BAPPEDA coordinates so that regional heads can carry out all tasks and activities in order to achieve harmony, integration and harmony between all agencies, including agencies and regional offices, in order to achieve maximum use and effective results. In planning an infrastructure development is the main task of infrastructure and regional development This study aims to determine the roIe of the RegionaI DeveIopment PIanning Agency (BAPPEDA) in West Aceh district infrastructure development. This study uses a qualitative method, presenting in the process of analyzing information obtained from respondents and informants. Questionnaires, field notes and other official documents are sources of data collected directly at the Regional Development Planning Agency (BAPPEDA) in West Aceh District, while the informants in this study are functional officials and staff in the Infrastructure and Regional Development section (IPW) in Bappeda Aceh Barat District, and the*data collection method was a questionnaire in which 32 respondents were asked a series of questions or written statements to answer. The resuIts of this study can be concluded that the role of the Regional Development Planning Agency(BAPPEDA) in infrastructure development in West Aceh District is a task in the field of Infrastructure and Regional Development, as coordination and synchronization of regional development planning in the field of Infrastructure and Regional Development. And the Regional Development;Planning Agency (BAPPEDA) as a planning agency in the region as a support for government affairs in the field of planning and supporting government affairs in the field of research and development functions more as coordinator of management of infrastructure development both from government agencies and with the private sector/community.
Pengaruh Penggunaan Abu Cangkang Terhadap Kuat Tekan Beton Mukhlis, Amir; Munawir, Munawir; Yeni, Manovri; Ruslaini, Ruslaini
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.v11i2.233

Abstract

The background of this research is that there is still a lot of oyster shell material that has not been utilized, meanwhile the shell has good mechanical properties as well as concrete. Up to this moment, the shell is not used properly so it needs to studied the use as concrete mixture. By the utilization of this waste is expected to reduce the environmental impact. This study was aims to obtain a regression equation of the compressive strength of concrete using shells, the shells used in this study were oyster shells (ostreidae), tested at 28 days of age with 3 variations in the percentage of the use of shell ash material and with 1 variation of normal concrete. The percentage variations used are 0% variation, 5% variation, 10% variation, and 15% variation. In addition, based on the regression equation, the strong relationship between variables will be obtained which is indicated by the value of r square. The implementation of this research was carried out by carrying out a compressive test of concrete cylinder samples with 3 variations of the water cement rasio (W/C), is W/C 0.4, W/C 0.5, and W/C 0.6. The activity was continued by recording and analyzing data by conducting a regression analysis between the relationship between the percentage of shell use and the compressive strength of concrete. The regression equation used is the exponential regression equation, linear regression, polynomial regression order 2. From the test data, it is found that the regression equation is the best for W/C variation 0.4, obtained polynomial regression equation order 2, y = -0.0351x2 + 0, 3279x + 25.075 with r² = 0.9999, for the W/C variation of 0.5, the second order polynomial regression equation is obtained, y = -0.0702x2 + 0.8062x + 23.406 with r² = 0.8983, and for the W/C variation of 0.6 , the second order polynomial regression equation is obtained, y = -0.0404x2 + 0.4008x + 19.074 with a value of r² = 0.9167..
Pengaruh Penggunaan Lapis Tipis Beton Aspal pada Lajur Tanjakan Preservasi Jalan: (Studi Kasus: Aceh Tengah - Nagan Raya - Lhok Seumot - Jeuram) Ramadhana, M. Ramadhana; Zakia, Zakia; Febrianti, Dian
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.v11i2.234

Abstract

Asphalt, also known as bitumen, is a mixture of binders used as road preservation. On the BTS road preservation project package. Central Aceh/Nagan Raya – Lhok Seumot – Jeuram (MYC) uses a thin layer of Asphalt Concrete as a treatment for road damage. Asphalt concrete thin layer is a hot asphalt mixture that can be used as a surface layer on road pavement which functions as a road preservation layer. The problem raised and also a research is how the feasibility of a thin layer of asphalt concrete on an incline. The method used in this study is based on testing Job Mix Asphalt, Traffic Counting, and direct observation of asphalt work in the field as well as supporting data in the form of information from consultants or contractors. Asphalt concrete thin layers cannot be used on incline lanes because the asphalt road contains a very fine aggregate mixture. Comparison of thin layers of asphalt concrete with AC – BC using the Traffic Counting method explains that vehicles passing on roads using thin layers of asphalt concrete on the dominant incline lane are more vehicles unable to climb compared to vehicles passing on roads using asphalt AC – BC. The use of a thin layer of asphalt concrete cannot be used for incline lanes, but a thin layer of asphalt concrete is highly recommended for the use of asphalt roads in urban areas.
Penggunaan Abu Sekam Kopi dan Ordinary Portland Cement terhadap Kuat Tekan Beton Normal Citra SZ, Keumala; Meillyta, Meillyta; Tonayu HSB, Nauly
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.v11i2.231

Abstract

Cement is one of the binders which is commonly used as a concrete-forming material. Currently, there is a lot of coffee husk waste in Takengon, Central Aceh Regency, which contains silica. The basis of using coffee husk ash and OPC cement as an adhesive on the normal compressive strength of concrete. This study aims to determine the influence of using coffee husk ash and OPC cement as an adhesive on the compressive strength of normal concrete at a percentage of 5%, 10% and 15%. The research specimen is cylindrical shape with 15 cm diameter and 30 cm height. The test was carried out at the age of 7 and 28 days by using a compressive strength testing machine. The method of making the specimen is in accordance with the SNI 7656-2012 standard. It is found from the results in the laboratory, coffee husk ash obtains silicate compounds (SiO2) 29.11%, magnesium oxide (MgO) 4.92%, calcium oxide (Cao) 5.33%, ferrioxide (Fe2O3) 4.25% and aluminum oxide (Al2O3). The average compressive strength test results of 7-day old concrete at the percentage of 5% coffee husk ash mixture was 20.21 MPa, at 10% was 20.03 MPa and at 15% was 17,25 MPa. The average compressive strength of concrete at 28 days of age with 5% coffee husk ash mixture is 20.27 MPa at 10% coffee husk ash mixture percentage 19.70 MPa and 15% coffee husk ash mixture 15.46 MPa. Comparison of the results of the compressive strength test for concrete at 7 and 28 days was higher for concrete at 7 days. The results of the different compressive strength tests between the ages of the concrete are caused by the high percentage of coffee husk ash mixture where the higher the coffee husk ash percentage, the weaker the adhesion to the concrete. The percentages of coffee husk ash and OPC cement that meet the design compressive strength of 20 MPa are at 5% and 10% respectively.
Evaluasi Kinerja Konsultan terhadap Manajemen pada Pekerjaan Ruas Jalan Lambaro - Pidie Fatimah, Aldina; Habibie, Teuku; Hayati, Kemala; Zainuddin, Zainuddin
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.v11i2.229

Abstract

The development project on the Lambaroe-Pidie national road is expected to be carried out according to plan. This can be realized with the role of a team of Project Management Consultants within the Aceh National Road Implementation Center who carry out construction management including implementation and control in program preparation, technical planning, construction implementation and supervision, quality control, service and supply of materials and equipment. The purpose of this research is to evaluate the factors that determine the effective performance of consultants and evaluate the performance indicators of consultants on management on the Lambaroe-Pidie national road section. The research method is a mixed method, which is a method that combines qualitative and quantitative methods. The sampling technique used is quotas. This research was conducted by distributing questionnaires to the owner, project officer, PT. Citra Diecona, Contractors and Technical Assistance Team (Bantek) with a total of 13 respondents. Questionnaire tests include validity tests and reliability tests. Based on the results of the study, the validity test obtained a value of Rcount > Rtable with a value of 0.552, this indicates that the question item is valid. In the reliability test, a value of 0.694 was obtained, this indicated that the respondents' answers were reliable. Based on the results of the descriptive analysis the initiative variable (X5) has the highest value of 4.692, this explains that the respondents are very satisfied with the consultant's performance on the initiative aspect. The ability to communicate (X2) has the lowest value with a mean value of 4.369. although this variable has the lowest mean, the results of the study show that respondents are satisfied with the consultant's performance on the communication aspect. The evaluation of the consultant's performance on management on the Lambaro - Pidie road section has met the road performance indicators in accordance with the 2017 Public Works Regulations concerning road performance indicators on management on the Lambaro - Pidie National Road section.

Page 12 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): Juni Vol. 11 No. 1 (2022): Tameh: Journal of Civil Engineering Vol 10 No 2 (2021): December Vol. 10 No. 2 (2021): Tameh: Journal of Civil Engineering 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