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Contact Name
Cut Rahmawati
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jurnalteknikunaya@gmail.com
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+6281360024335
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jurnalteknikunaya@gmail.com
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Center for Research and Community Service (LPPM) Building, University of Abulyatama, Aceh
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Kab. aceh besar,
Aceh
INDONESIA
JURNAL TEKNIK SIPIL UNAYA
Published by Universitas Abulyatama
ISSN : 2407733X     EISSN : 24079200     DOI : https://doi.org/10.30601/jtsu
JURNAL TEKNIK SIPIL UNAYA merupakan wadah bagi seluruh peneliti, pengambil kebijakan, perencana dan pelaksana konstruksi untuk saling berbagi dalam perkembangan pengetahuan dan teknologi di bidang konstruksi dan perencanaan lainnya. Frekuensi terbit dua kali setahun pada bulan Januari dan Juli.
Articles 52 Documents
PENGARUH UKURAN DIAMETER LUBANG DALAM ARAH MEMANJANG TERHADAP KEKUATAN TEKAN BENDA UJI SILINDER BETON Zain, Helwiyah
Jurnal Teknik Sipil Unaya Vol 3, No 2 (2017): Juli 2017
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v3i2.24

Abstract

Design of buildings should pay attention to aspects; Strength, comfort, economics, and aesthetics. One aspect of the aesthetic that is often seen is the rain water pipeline from the roof to the channel on the ground. In order for this pipe is not be seen from the outside, it can be done by aasembling into thecore of the column so that it looks beautiful. To know the effect of hole in the column, need to do research. The aim of this research is to find out the influence of the variation of the size of the longitudinal aperture in the cylindrical specimen against the compressive strength of the concrete. The number of specimen  were 20 pieces, consisting of 15 pieces of specimens given pipe holes and 5 pieces are not given a hole (intact). Variations of hole size, namely: 2.5 cm, 5 cm and 7.5 cm. Each variation of hole size of specimen 5 pieces. Concrete mixture design is done based on ACI method. The specimens used in this research are cylindrical shape specimens with diameter 15 cm and height 30 cm. Testing of concrete compression done at age 28 days. The test of the specimen is carried out by giving the compression load slowly until the specimen failured. The test results obtained the compressive strength of the specimen without hole = 266.48 kg / cm2;  specimen with hole diameter 2.5 cm = 243,08 kg / cm2; specimen with hole diameter 5 cm = 226,22 kg / cm2; and specimen with hole diameter 7.5 cm = 190,13 kg / cm2. The results of this experiments show that the specimen with diameter of  hole 2.5 cm is 91% of the specimen without hole, the specimen with hole diameter 5 cm is 85% of the specimen without hole; and the specimen with hole diameter 7.5 cm is 71% of the specimen without hole. The results of this experimen show that the larger size of the hole in the column the smaller the compressive strength of the concrete compared to the specimen without holes.
ANALISIS TARIF ANGKUTAN UMUM BERDASARKAN BIAYA OPERASI KENDARAAN Zardi, Muhammad; Meliyana, Meliyana; Mahdiahinda, Defi
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.33

Abstract

The aim of this study is to analyze the Vehicle Operational Cost (VOC) and tariff based on the calculation of VOC and compare with the prevailing tariff in Blang Pidie-Banda Aceh route. Primary data was carried out by surveys, among others, physically survey of the vehicles, number of vehicles and passengers, and investigation survey. Secondary data was obtained from the relevant government institutions. The results of the analysis showed that the average passenger load factor of the inter-city transportation route of Blang Pidie-Banda is 56.25%. The average tariff set by the government is Rp. 106,500/passenger, the average tariff calculated by VOC for Blang Pidie-Banda Aceh route is Rp. 114,014/passenger, while the average rate applied in the field is Rp. 125,000/ passenger. The calculation of Cost of Production (COP) is Rp. 103,649/passenger-km. While the ability to pay (ATP) of the public transport services users is Rp. 208,333. Tariffs based on Vehicle Operating Cost (VOC) are smaller than the prevailing rates in the field and the rates applicable in the field are also higher than the rates set by the local municipality.
PERILAKU PUNCHING SHEAR PADA HUBUNGAN KOLOM BULAT DENGAN FLAT SLAB AKIBAT BEBAN TEKAN AKSIAL Zardi, Muhammad
Jurnal Teknik Sipil Unaya Vol 1, No 1 (2015): Januari 2015
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v1i1.1

Abstract

The aim of the tests was to investigate the influence of concrete strength, the eccentricity of the column and the use of shear reinforcement in flat slabs on punching shear. The research specimens are 8 units of flat slabs. Flat slab size 1400 x 1400 mm2 with thickness of 120 mm. Flat slabs were connected with circular column with dimension 225 mm  of diameter and 200 mm of height. Flat slabs were made in to 2 variations of concrete strength, e.i. 30 MPa and 60 MPa, 2 variations of shear reinforcement, e.i. without shear reinforcement and with shear reinforcement and 2 variations of eccentricity that, e.i. without eccentricity and with eccentricity. Each treatment has 1 specimen. Each specimen has 6 cylinder specimens. Cylinder specimens used as a concrete strength control for main specimen (flat slab). The tests showed that the concrete strength had a strong influence on punching shear strength. This is shown by capacity increase of 42.78%; 54.00%; 46.59% and 0.02%. The value is ratio between the maximum load of the specimens with 60 MPa and 30 MPa at the same eccentricity and the same shear reinforcement. The eccentricity of column reduce the capacity of punching shear. This is shown by 3 specimens decrease in capacity of 3.70%; 36.75% and 7.30%. Only 1 specimen that increase in capacity of 9.27%. The value is ratio between the maximum load of the specimens with 40 mm eccentricity and 0 mm eccentricity at the same compressive strenght and the same shear reinforcement. The use of shear reinforcement does not always increase the punching shear capacity. There are 2 observations that increased capacity (52.07% and 65.37% at the centric load) and 2 observations decreased capacity (0.12% and 4.92% at the eccentric load). The value is ratio between the maximum load on the specimens using shear reinforcement with the specimens that do not use shear reinforcement at the same compressive strenght and the same eccentricity.The use of shear reinforcement increase punching shear capacity of flat slab at the centric load condition. The use of shear reinforcement decrease punching shear capacity of flat slab at the eccentric load condition.
COMPETITIVE TENDERING: FAKTOR TERJADINYA INSOLVENCY PADA PERUSAHAAN KONSTRUKSI (SEBUAH LITERATUR) Mardiah Bukit, Ipak Neneng
Jurnal Teknik Sipil Unaya Vol 1, No 1 (2015): Januari 2015
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v1i1.10

Abstract

The construction industry is a vanguard in developing countries, including Indonesia. It has unique characteristics where complex works exist. These characteristics distinguish this industry from other industries in economy. Its project involves so many risks that have potentially business failure. Failure, bankruptcy or insolvency is unpleasant words, but people in the industry cannot ignore them. This paper thoroughly explored the causes of insolvency in Construction Company due the procedure of competitive tendering in Indonesia and how to avoid it. Insolvency in Indonesia is caused by lack of business experiences, country?s economic condition, poor control of cash flow, cannot convince clients, and low profit margin as a result of competitive tendering. Some researchs found that insolvency can be predicted at early opportunity, and some methods are applied to prevent insolvency.
ANALISIS ARUS LALU LINTAS TERHADAP KAPASITAS DAN TINGKAT PELAYANAN JALAN TGK. CHIK DITIRO AKIBAT KEGIATAN PEMBANGUNAN FLY OVER JEMBATAN SIMPANG SURABAYA BANDA ACEH Bunyamin, Bunyamin
Jurnal Teknik Sipil Unaya Vol 6, No 1 (2020): Januari 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i1.727

Abstract

Fly over construction on Tgk. Chik Ditiro Simpang Surabaya street had an impact on increasing loading in some road corridors. The object of this research was to determine the capacity and level of service Tgk. Chik Ditiro street due to the influence of the construction of a fly over and the comparison of traffic flow during and after the construction of the fly over. The method used was MKJI (1997). Retrieval of data for 3 days namely Monday, Wednesday and Friday during and after the construction of fly over, which the West and East side. The highest traffic volume at peak hours in the West Monday morning occurred at 07.00 to 08.00 WIB of 3101.10 (pcu / hour) which decreased of 1357.00 pcu / hour or 69.56%. The highest traffic volume in the East on Monday morning at 07.00 - 08.00 WIB by 3060.00 (pcu / hour) which decreased by 1346.50 pcu / hour or 69.45%. The capacity of the road during and after the construction of the fly over were stable at 2509.83 pcu / hour. The degree of saturation during the fly over construction in the West was 1.24 and the East was 1.22 which means that there were big obstacles. The degree of saturation after the fly over construction was 0.54, which means that the current was stable.
POTENSI PENGEMBANGAN UTILITAS WILAYAH KUMUH DI KELURAHAN MUARA FAJAR KOTA PEKANBARU Putri, Lusi Dwi
Jurnal Teknik Sipil Unaya Vol 4, No 1 (2018): Januari 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i1.28

Abstract

Muara Fajar Urban Village is the location of Final Disposal (TPA) for garbage in Pekanbaru City, which if not get special attention can be turned into a very dangerous slum area. This research aims to produce a direction of arrangement of settlement infrastructure of Muara Fajar Urban Village as one of reference for related parties either Local Government or another private party in trying Pekanbaru free of the slum. The method used in determining the potential of utility development in Muara Fajar Village is by analyzing secondary data and primary data through the use of questionnaires and interviews and field observation. The result of requirement analysis of public service means that the potential of settlement utility development which becomes a priority in Muara Fajar Urban Village is drinking water service, wastewater management, environmental drainage and waste management.
STUDI PENYUSUNAN PROFIL DAERAH IRIGASI JAMBO REUHAT Rahmawati, Cut
Jurnal Teknik Sipil Unaya Vol 2, No 1 (2016): Januari 2016
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v2i1.19

Abstract

The purpose of compilation study  of Jambo Reuhat irrigation area profile was to collect correct and actual data and information as input in planning P3A organizational empowerment/?Keujruen Blang? program to improve the management of participatory irrigation in Jambo Reuhat Irrigation Area based on potential local resources. Jambo Reuhat Irrigation Area is located in the administrative area of East Aceh Regency which includes Idi Rayeuk, Idi Tunong, Darul Ihsan and Banda Alam Sub-districts. The method used was descriptive research which is case study and field study. SWOT analysis was performed to formulate strategy and policy which would be used. This study also distributed questionnaires to 12 (twelve) P3A in Jambo Reuhat Irrigation Area. The socio-economic aspect in Jambo Reuhat Irrigation Area should increase business opportunity for productive economy which could be developed optimally by agricultural intensification, improving technology mastery pre- and post-harvest, agronomy and agricultural business diversification. In organizational aspect, the status of P3A/?Keujruen Blang? should be raised to legal entity and have legality in performing works related to improving the performance of Jambo Reuhat Irrigation Area. In technical aspect, damaged irrigation channels and buildings with decreased functions should be. In agricultural business aspect, mastery and application method of efficient technology in crop processing, crop preparation to post-harvest should be improved. Potential local resource which should be developed was animal farming to support agricultural activities and to be integrated optimally with activities to improve farmers? economy.
PEMODELAN KECEPATAN ARUS DAN TINGGI GELOMBANG PADA RENCANA BREAKWATER KOLAM PELABUHAN MEULABOH DENGAN MENGGUNAKAN PROGRAM DELFT3D Syahputra, Ichsan; Yuliana, Heny
Jurnal Teknik Sipil Unaya Vol 5, No 2 (2019): Juli 2019
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v5i2.284

Abstract

The Meulaboh port in West Aceh Regency is one of the ports in the west coast of Aceh Province. Initial operation of this port began in 2016 and currently serves crossing activities with the Meulaboh - Sinabang pass. The Meulaboh port is located in open water facing the Indian Ocean. In extreme conditions, ships often have to delay shipping due to high waves that cause shocks to the ship. Based on these problems, the study will provide an overview of the impact and hydrodynamic response of the Meulaboh port pool area and analyze the impact of wave heights on activities in the port pond based on several Breakwater construction layout scenarios. Alternative handling scenarios are carried out using the Delft3D program. The distribution of wave height at the direction of the wind from the Southwest with Hs = 4.908 m, and Ts = 7.254 seconds which shows the dominant wave from the Southwest restrained by Breakwater and the wave height in front of the port mouth ranges from between 0-1 meters so it is safe against activities cruise.
NILAI WAKTU KENDARAAN PRIBADI DI KOTA BANDA ACEH Fadhly, Noer; Agusmaniza, Roni
Jurnal Teknik Sipil Unaya Vol 1, No 1 (2015): Januari 2015
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v1i1.5

Abstract

The value of travel time becomes an important part of the gains in the assessment of a transport project in terms of economic considerations. In this research, the calculation of the value of travel time for users of private vehicles in Banda Aceh. Purposes of calculating the value of travel time is to vote as a result of a wasted opportunity when used to produce something as a result of traveling purposes. Of the various methods that can be used to determine the value of travel time method selection transport modes (mode choice approach) with a stated preference survey data is either to be used in determining the value of time based on the use of public transport (labi-labi) as the second choice , but taken one more method is the method of income (income approach) as a comparison. As for the results in this study is the comparison of both methods is the method of choice of transport modes (mode choice approach) and method of income (income approach) to obtain the value of travel time for users of private vehicles in the city of Banda Aceh.
DURABILITAS CAMPURAN HOT ROLLED SHEET-WEARING COURSE (HRS-WC) AKIBAT RENDAMAN MENERUS DAN BERKALA AIR ROB Nahyo, Nahyo; Sudarno, Sudarno; Setiadji, Bagus Hario
Jurnal Teknik Sipil Unaya Vol 1, No 2 (2015): Juli 2015
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v1i2.14

Abstract

Tide phenomenon that often occurs in the coastal areas of Indonesia resulted in flooding, which is called the tidal flood. A tidal flood overflow phenomenon of sea water inland. Often some of the roads located in coastal areas are flooded by tidal flood and often causing some damages to the road. Therefore it is necessary to investigate the effect caused by tidal inundation or water bath for asphalt pavement.This research aims to know the durability performance of asphalt concrete mixtures with marinade modification Marshall. The study was conducted with two standard methods of soaking in tidal water and laboratory. Water Immersion method is made by soaking continuous (continuous) and periodic (intermittent). Soaking the specimen in water tidal variation within 6 hours; 12 hours; 24 hours; 48 hours; and 72 hours. While the periodic immersion done by soaking the specimen for 12 hours, then removed during the next 12 hours during 3-days. To view the durability performance of asphalt concrete mixtures used indicator Index of Retained Stability (IRS), Stability Deformation Index, namely First Durability Index (IDP), and the Second Durability Index (IDK).The results showed that continuous immersion damage effects mix quicker on asphalt mixtures than regular immersion. Tidal water used to soak the asphalt mixture Hot Rolled Sheet-Wearing Course (HRS-WC) either continuous or periodic method, has a greater influence than the use of laboratory water. It is shown by the value of the durability of asphalt mixture soaked-tidal water smaller than water-soaked asphalt mixture laboratory standards.