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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. 11 No. 2 (2022): Tameh: Journal of Civil Engineering" : 6 Documents clear
Peranan Badan Perencanaan Pembangunan Daerah pada Pembangunan Infrastruktur di Kabupaten Aceh Barat Melati Dewi; 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 Amir Mukhlis; Munawir Munawir; Manovri Yeni; 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) M. Ramadhana Ramadhana; Zakia Zakia; Dian Febrianti
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 Keumala Citra SZ; Meillyta Meillyta; Nauly Tonayu HSB
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 Aldina Fatimah; Teuku Habibie; Kemala Hayati; 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.
Analisis Perubahan Volume pada Timbunan Tanah Lempung Berdasarkan Nilai Batas Susut (SNI 3422:2008) Yus Yudhyantoro; Andri Prayoga; 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.

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