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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. 1 (2022): Tameh: Journal of Civil Engineering" : 6 Documents clear
Analisis Risiko Rantai Pasok Material dalam Pelaksanaan Proyek Konstruksi Gedung Di Aceh Kemala Hayati; Keumala Citra; Widya Soviana; Rizki Farhan
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.v11i1.190

Abstract

The material supply chain is a material distribution flow that varies from various sources or suppliers, until the material arrives at the project site. This study aimed to analyze material supply chain risk factors that arise in the implementation of building construction projects in Aceh Province, as well as identify solutions to prevent material supply chain risk factors that arise in the implementation of building construction projects in Aceh Province. The methods developed in this research are validity test, reliability test, quantitative descriptive, and multiple regression analysis through SPSS software version 25. From the validity test results obtained, the value of Rcount ≥ Rtable. This shows that the validity test performed on all questions is valid. Furthermore, the results of the reliability test obtained the average value of each variable of 0.708, then the reliability test was said to be reliable. Because the value of a variable is said to be reliable (reliable) if Cronbach Alpha value exceeds 0.6. Then from the results of the descriptive analysis, there are indicators that are often questioned as risk factors, namely the delay of the main contractor in paying subcontractors (X2.8) with a mean value of 3.39. This shows that the majority of respondents stated that X2.8 has a high influence on the occurrence of material supply chains in the implementation of construction projects. From the results of the correlation analysis, the R value of 0.382 (low/weak), then the two variables have a unidirectional relationship. This means that if the value of the X variable is high, then the value of the Y variable will also be high or if it means that all X variables are related to material supply chain risk, and the regression model obtained is: Ŷ=7.408+0.096X1-0.006.X2+ 0.132X3+0.112X4. From the results of the coefficient of determination, the value of R2 = 14.6%, which means that the risk of the material supply chain is influenced by supply factors, control factors, demand factors, process factors, amounting to 14.6%, the remaining 85.4% is influenced by other factors variables which are not included in this study.
Identifikasi Faktor–Faktor Penyebab Cost Overrun dan Time Overrun pada Proyek Konstruksi Gedung Di Kota Banda Aceh Widya Soviana; Eva Herlina; Sukma Soviati; Andi Musrian
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 Andri Arthono; 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; Aris Aranda
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; Riski Armianda
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 Feril Hariati; Fadhila Muhammad Libasut Taqwa; Alimuddin Alimuddin; Nurcholis Salman; Nur Handika Fadhillah Sulaeman
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.

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