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INDONESIA
Jurnal Teknik Sipil dan Lingkungan
Published by Universitas Sriwijaya
ISSN : -     EISSN : -     DOI : -
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Arjuna Subject : -
Articles 104 Documents
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Pengaruh Sulfat Terhadap Kuat Tekan Beton Dengan Variasi Bubuk Kaca Substitusi Semen Dengan W/C 0,4 Dan 0,5 Fahmi Hidayat; Gunawan Tanzil
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

The aggressive environment can damage concrete especially sulfate attack which would decrease compressive strength of concrete and also cause corrosion. Therefore, the additive was added into concrete mixture. A glass powder is an additive that contains binding substance in reaction with water and accelerate concrete hardening.This final project will discuss the effect of glass powder as replacement of cement in concrete mixture to concrete compressive strength that soaked in water and water containing sulfate. In this research, concrete sample is cylindrical with diameter of 15 cm and heigth of 30 cm which consisting of normal concrete, 5%, 10%, 15% and 20% glass powder in concrete mixture with w/c 0,4 and 0,5. Soaking is done in two ways, ie soaked in water and water containing sulfate. The concrete compressive strength test was performed at 7,21 and 28 days. The result of this research, the concrete that soaked in water and water containing sulfate has the highest compressive strength on 5% glass powder with w/c 0.4 of 44,92 MPa and 43,78 MPa on 28 days and 5% glass powder with w/c 0,5 of 35,86 MPa and 34,54 MPa on 28 days. Besides of that, the attack of sulfate can decrease compressive strength of concrete which have been soaked in water containing sulfate. The smallest reduction of compressive strength occured on 20% glass powder with w/c 0,4 of 1,70% on 28 days and 20% glass powder with w/c 0,5 of 2,99% on 28 days. It can be concluded, despite the large increase glass powder in concrete mixture can decrease concrete compressive strength, but the effect of sulfate to concrete compressive strength is getting smaller.   Keywords: glass powder, sulfate, compressive strength
Pengaruh Sulfat Terhadap Kuat Tekan Beton dengan Variasi Bubuk Kaca Substitusi Sebagian Pasir dengan w/c 0,60 dan 0,65 Fanisa Eki Gradiana Putri; Gunawan Tanzil
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

In order to minimize the damage of concrete structures due to external influences , especially due to sulfate attack that occured naturally in soil and groundwater where the structure is located, and to utilize glass wastes in big cities, a proportion of sand was replaced by glass powder. Two different mix design is calculated based on ACI method (w/c 0.60 and 0.65 ) , with 0%,5%, 10%, 15% and 20% passed a #8 sieve glass powder replacements investigated. Concrete soaked for 7 , 21 and 28 days with 2 types of water were plain water and a 5% sulfate solution . The test results showed that compared to normal concrete for both mix designs, the slump of 20% glass sand replacement concrete was the smallest than the other. Compressive strength of concrete with glass powder substitution is higher than the design compressive strength, and continues to increase with the addition of glass powder content. At 28 days, the compressive strength of specimens with various amount of glass sand replacement were all higher than that of the design strength when soaked in sulfate solution. Keywords : Compressive strength, glass powder, sulfate
Perencanaan Instalasi Pengolah Lumpur Tinja Sistem Kolam Kota Palembang (Studi Kasus: IPLT Sukawinatan) Dwi Oktarina; Helmi Haki
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

Faecal sludge  treatment installation is designed to receive and treat faecal sludge which is collected from citizen. This facility is one of efforts that we can use to improve  the quality  of   wastewater treatment especially in faecal sludge treatment.Palembang city has its own faecal sludge treatment installation facility which is located at Kecamatan Sukarame, Kelurahan Sukajaya. The total area of  facility is about 6 Ha. This facility has only six sedimentation pond.Within years pass by, the increase of  citizen amount makes the volume of  faecal sludge which is produced by citizen increasing and it’s exceed the earlier designed volume. Therefore, we need to recalculating the volume of faecal sludge. So then, they could be accomodated by Faecal Sludge Treatment Installation  Sukawinatan.The purpose of this research are calculating the volume of faecal sludge which produced by Palembang citizen, calculating the average of input faecal sludge, and calculating the percentage of faecal sludge which got into Faecal Sludge Treatment Installation. Discovering the condition of installation facility and designing a proper faecal sludge treatment installation with pond system.As the results of this research are that there’s  still a lack of  awareness to deplete the existing of faecal sludge which deposits in the septic tank owned by each of Palembang’s residents. The proper and suitable design (PU Departement standard) of faecal sludge treatment with pond system. Keywords: faecal sludge, sedimentation pond, volume of faecal sludge, installation designed
Pengaruh Sulfat Terhadap Kuat Tekan Beton Dengan Variasi Bubuk Kaca Substitusi Sebagian Pasir Dengan W/C 0,4 dan 0,5 Nety .; Gunawan Tanzil
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

The Concrete buildings which located in certain location susceptible to sulfate attack. The sulfate can damage the buildings, one of the alternative that can be used to improve the durability of concrete due to sulfate attack by reducing the porosity, the glass powder as a sample that can be use. The glass powder has a pozolanic character that can fill the empty voids in the concrete. The purpose of this study was to determine the effect of glass powder as fine aggregate replacement in concrete that exposed and not exposed to sulfate attack. In this research, some tests were done to determine the compressive strength by replacing sand with 0%, 5%, 10%, 15% and 20% of glass powder. The cylinder specimen was soaked with plain water and  5% MgSO4 solution with 7, 21 and 28 days, using water-cement ratio 0,4 and 0,5. The  result shows that the smallest percentage reduction in the compressive strength due to sulfate attack was founded in 20% of glass content, for w/c = 0,4 in 7 days was 0,57% and for w/c = 0,5 was 1,45%., The highest compressive strength of concrete that was soaked with plain water and 5% MgSO4 solution was founded in 20% of glass content, for w/c = 0,4 in 28 days was 44,72 MPa and 43,85 MPa and then for w/c = 0,5 was 37,80 MPa and 36,45 MPa. So if the content of glass increase the compressive strength will increase and the percentage reduction in compressive strength due to sulfate attack will decrease.   Keywords: glass powder, compressive strength, sulfate.
Pengaruh Sulfat Terhadap Kuat Tekan Beton dengan Variasi Bubuk Kaca Substitusi Sebagian Semen dengan w/c 0,60 dan 0,65 Fikkriansyah .; Gunawan Tanzil
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

Increase of cement price, causing the cost of concrete production more expensive. To overcome this problem is to utilize industrial wastes. The most potential is waste glass, that when the form of very fine powder showed pozzolan properties because it contains SiO2. And to improve the durability of concrete, sulfate-resistant concrete  studied. Cement in concrete is replaced by glass powder with the proportion of 0%, 5%, 10% 15% and 20%. Cylindrical specimens were made with two different mix designs (w/c 0,6 and 0,65) is calculated based on ACI method. Specimens soaked in two types of water, plain water and magnesium sulfate solution for 7, 21, and 28 days. Komala Sari (2011) examined a concrete with glass powder as a cement replacement percentage up to 20% glass powder, obtained the 5% glass cement replacement concrete achieve maximum compressive strength. From the research, obtained found that only the 5% glass cement replacement concrete that reached the design strength. The compressive strength of the 5% glass cement replacement concrete was the maximum compressive strength. While the concrete with 15% and 20% glass replacement has a smaller compressive strength than normal concrete. Keywords : Compressive strength, glass powder, sulfate solution s
Analisis Perbandingan Simpangan Lateral dan Volume Material Antara Variasi Balok Grid Sejajar dan Diagonal pada Bangunan Beton Bentang Lebar (Mengacu pada Peraturan American Concrete Institute) Angga Satriadi; Hanafiah .; Imron Fikri Astira
Jurnal Teknik Sipil dan Lingkungan Vol 1, No 1 (2013): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

In the concrete’s buildings with large spans , the using of the ordinary structure system will create  the dimensions of the beam , column , and plate are large so that the building be disproportionate . Therefore, the waffle slab structure system was developed . Waffle slab is crossed beam system that is used to increase the stiffness of the plate , so that the smaller the deflection occurs , thus dimensional of structural elements can be minimized and eventually become less material usage . Waffle slab has many types , including the type of parallel waffle slab and diagonal waffle slab. This research aims to determine which system is more economical and rigid between the two types of those . This research uses 1 ordinary building model as a standard , 5 parallel waffle slab’s building and 5 diagonal waffle slab’s building with Lx and Ly spans is 10 m , height of each floor is 4 m , and given the same loads in accordance with the regulations of the American Society of Civil Engineers ( ASCE ) . There are 5 combinations of crossed beams who start of division 1 Lx and 1 Ly to division 5 Lx and 5 Ly for each waffle slab building model  . This research was supported by the program Extended Three Dimensional Analysis of Building Systems ( ETABS ) and refers to the regulation American Concrete Institute ( ACI ) . The results showed that the parallel waffle slab 1-1 has the best level of the material’s efficiency , amounting to 29.38 % , while the diagonal waffle slab 4-4 even more wasteful 38.78 % compared to the ordinary building’s structure .The  diagonal waffle slab 5-5 is the most rigid system , It’s stiffness increased by 40.41 % , while the parallel waffle slab 4-4 56.19 % more flexible than the ordinary building’s structure, but the drift is still into the limits of the allowable story drift. Keywords : Waffle Slab, ETABS , ACI , Drift , Efficiency
Analisis Biaya Operasional Kendaraan (BOK) Bus Rapid Transit (BRT) Transmusi Kota Palembang dan Program Perhitungan BOK Menggunakan Visual Basic 2008 (Studi Kasus : Koridor 1 Rute Terminal Alang-Alang Lebar – Terminal Ampera) Zulkifli Adin Ramadhan
Jurnal Teknik Sipil dan Lingkungan Vol 2, No 1 (2014): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

In determining the type of vehicle used , PT . SP2J as the transport service developer of BRT Transmusi must select the right vehicle , productive , efficient and economical . In terms of price , maintenance , fuel , tire usage , etc. must be taken into account in order Vehicle Operating Costs (VOC ) can be minimized but still productive . The calculation In the analysis of BOK of BRT Transmusi, on two kinds of vehicles , the bus type of Mercedes Bens OH - 1521  and Hino RK8 - 235 in the corridor's of the terminal of Alang - Alang Lebar  to terminal Ampera. BOK of Mercedes Benz's bus brand are smaller even though the price is more expensive than the bus of Hino's brand . BOK's small numbers mean that profits that will be obtained from the company's earnings will be greater . So also by fare box ratio, when BOK figure income divided by company's earnings,and get more points than one means the company gets profit and vice versa . Keywords : BRT , Transmusi , BOK
Perencanaan Struktur Gedung Asrama Mahasiswa Universitas Sriwijaya Palembang Dengan Penahan Lateral Kombinasi Sistem Rangka Pemikul Momen Dan Dinding Struktural Sendi Septian Rian Sanjaya
Jurnal Teknik Sipil dan Lingkungan Vol 2, No 1 (2014): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

Indonesia is an earthquake prone areas, to reduce the risk of the disaster required the construction of earthquake resistant buildings. The structure usually design base on the elastic analysis that would be multiplied by load factor to simulate the ultimate condition. Actually, the behavior of building subject to seismic loads are in-elastic. Concrete structure is the most commonly material in the construction. In high-rise buildings quake resistant, generally the forces at column is enough to resist the quake loads so need to use rigid structural elements such as shearwall to resist combined shear force, moment and axial force due to earthquake. With using shearwall, the majority of quake loads will be absorbed by shearwall.  This essay took the topic about Sriwijaya University dorm building with lateral resistant combined moment resisting frame system and shearwall. Building were designed according to SNI 03-2847-2002 and SNI 03-1726-2002. From the result of the calculation have been done, the result is dimension and rebar reinforcement of the struktural elements. Beam dimension 25 x 40 cm, column dimension 40 x 40 cm, slab thickness 16 cm and shearwall thickness 25 cm. Joint displacement deviation due to x axis quake load and y axis quake load is 5,52 mm and 5,71 mm, where that result not exceed service limit and ultimate limit of building.   Key Words : earthquake, concrete, lateral resistant, mrfs, shearwall
Analisis Sistem Drainase di Kawasan Pemukiman pada SubDAS Aur Palembang (Studi Kasus : Pemukiman 9/10 Ulu) Isfandari, Defi Tesha
Jurnal Teknik Sipil dan Lingkungan Vol 2, No 1 (2014): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

One of the area in Palembang City that often floods is 9/10 ulu residential on sub DAS Aur. Existing drainage channels have dimensions that are not sufficient to flow peak dischange caused by storm and tides. Therefore, it is necessary to study the drainage channels in the residential areas. The first stage in the analysis begins with hydrologic analysis to calculate the distribution of rainfall using maximum daily rainfall data for 20 years from 1993 to 2012. The next step calculates the design rainfall intensity, then calculate the design rainfall hyetograph using ABM method (Alternating Block Method). By using SWMM 5.0 (Storm Water Management Model 5.0) program can analyze the available drainage system in the residence, then the input data was complete. Floods simulation about the improper water drainage can be achieved after inputting the data. Redesigning the rational method and simulated by SWMM 5.0 program to replace the previous channel dimensions and dimensional data input channels planned, then the simulation results with good water flow in the channel was ideal.Key Words: Drainage system, flood, rational method, SWMM 5.0
Kajian Infrastruktur Pengolahan Sampah di Kawasan Berkembang Jakabaring Kelurahan 15 Ulu Kota Palembang Ikhsandri Ikhsandri
Jurnal Teknik Sipil dan Lingkungan Vol 2, No 1 (2014): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

Jakabaring is one of the growing areas in the city of Palembang. Jakabaring regional development concept itself is becoming the office central and integrated residence. Along the residence development will impact on the increase of population and growth of solid waste. 15 Ulu Village is one of villages in Jakabaring area that has solid waste problem. Lack waste treatment infrastructure in the Village was made people using the vacant land as a garbage dump. The purpose of this research is to examine the waste treatment infrastructure in 15 Ulu Village. This research data were obtained from the questionnaire and interview local residents, and the data from related institutions. Analysis of the data were using exponential methods for population projection. The result of  analysis, in 2018 the population of 15 Ulu Village projected as 31.500 people with the volume of solid waste by 94,50 m3/day. Need for temporary landfills shaped container totaling 16 units with a capacity of 6 m3, collection tool the form of motor wagon 20 units with a capacity of 2 m3, and waste carrier vehicles the form of dump trucks totaling 7 units with a capacity of 6 m3. Planned collection patterns with Pattern Individual Indirect Collection, while the transport patterns using the Stationary Container System. Keywords: waste treatment infrastructure, Stationary Container System, volume of solid waste, temporary landfills

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