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JURNAL ILMIAH MEDIA ENGINEERING
Published by Universitas Sam Ratulangi
ISSN : 20879334     EISSN : -     DOI : -
Core Subject : Education,
Languange, Linguistic, Communication & Media
The Pasca Teknik Sipil (S2) Unsrat Open Journal System (PTSU-OJS) consist of Jurnal Ilmiah Media Engineering (Online Not Yet) and Jurnal Ilmiah Media Engineering (Print) are published fourannualy, in Februari, March, July and November.
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BERAT MINIMUM STRUKTUR Pandegiroth, Yonathan; Tenda, Rudy; Wallah, S. E.
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractThe building structure were built by beam elements and column elements. In addition to the factors of strength and rigidity ensure the safety of the structure, the basic principles that should be getting attention in the calculation of the structure is the economic factor is realized through cross-sectional dimensions of the structural elements. Capacity utilization of the full cross-section, will becomes the basic point section design process more realistic because the load can be set appropriately and furthermore, the safety factor can be set as well. The case studies of minimum weight of the structure in the form of the structure has a geometrical regular-shaped portal is simple with a static load centralized, dimensions of the structural elements of the profile shape-I restricted to only two (2) types of each of the columns and beams, cross sectional plastic caused only by bending and normal (influence other body force the ignored / not reviewed), the weight of the structure is the total weight of all the structural elements in the form of beam elements and column elements, the objective function and barrier function is a linear function.The result of the calculation of minimum weight of test structures without the influence of the normal force: 200 kN with a correction effect of the normal force: 209,87 kN. Minimum weight of structure increase of 4,93%, the beam section dimension: I-beam 140x66 and column section dimension: H-rolled 125x60.The conclusion that can be drawn is the result of the calculation of the minimum weight of the structure to an increase in weight of the structure after there is a correction to the normal force due to weight function involve the effect of the bending moment does not include the influence of other body forces such as normal-shear-torque.Keywords:minimum weight, strength, rigidity,safety factor, normal forceAbstrakStruktur bangunan dibentuk oleh elemen balok dan elemen kolom. Selain faktor-faktor kekuatan dan kekakuan yang menjamin keamanan struktur, prinsip dasar lainnya yang harus mendapatkan perhatian dalam perhitungan struktur adalah faktor ekonomis diwujudkan melalui dimensi penampang elemen-elemen struktur. Pemanfaatan kapasitas penampang secara penuh, menjadi titik dasar proses desain penampang yang lebih realistis karena beban dapat ditetapkan secara tepat dan selanjutnya, faktor keamanan dapat ditetapkan pula.Studi kasus berat minimum struktur berupa struktur memiliki geometri regular berbentuk portal sederhana dengan beban statis terpusat, dimensi elemen struktur bentuk profil-I dibatasi hanya 2 (dua) tipe masing-masing untuk kolom dan balok, plastifikasi penampang diakibatkan hanya oleh lentur dan normal (pengaruh gaya dalam lainnya diabaikan/tidak ditinjau), berat struktur adalah total berat seluruh elemen struktur berupa elemen balok dan elemen kolom, fungsi obyektif dan fungsi pembatas adalah fungsi linier.Hasil perhitungan berat minimum struktur uji tanpa pengaruh gaya normal : 200 kN dengan koreksi pengaruh gaya normal : 209,87 kN adalah selisih kenaikan berat minimum sebesar 4,93 %, dimensi penampang balok : I-beam 140x66 dan dimensi penampang kolom : H-rolled 125x60.Kesimpulan yang bisa diambil adalah hasil perhitungan berat minimum struktur adanya kenaikan berat struktur setelah ada koreksi terhadap gaya normal karena fungsi berat hanya memasukkan pengaruh momen lentur tidak memasukan pengaruh gaya dalam lain berupa normal-geser-torsi.Kata kunci : berat minimum, kekuatan, kekakuan, faktor keamanan, gaya normal
Analisis Karakteristik dan Penyediaan Fasilitas Penyeberangan Bagi Pejalan Kaki Studi Kasus Jalan Piere Tendean di Kota manado. Tumengkol, Herman; Waani, Joice E; Jansen, Fredy
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractIn Indonesia , the pedestrian is traveling performers who are most vulnerable to accidents. Many pedestrians walking on the curb and crossed at any point along the road . The movement of pedestrians , especially when crossing the road is very dangerous and can lead to conflict with an oncoming vehicle on the same road . If pedestrians mixed with vehicles , then they will slow down the flow of traffic , causing the high rate of accidents, but it also will affect the capacity of the road .As an attempt to smooth traffic management and pedestrian safety , the attempt to separate the pedestrian with the vehicle without causing major disruptions to accessibility . The effort is to provide facilities such as pedestrian crossings. Type crossings recommended strongly influenced by the amount of current flow of pedestrians and vehicles passing by.The purpose of this study was to analyze the characteristics of the pedestrian , the pedestrian behavior and performance on the road crossing facilities Piere TendeanThe results showed that the characteristics of pedestrians crossing the road is greater in the normal libur.Kecepatan pedestrian crossing is greater than those who crossed on the day libur.Perbandingan percent of pedestrians who cross without waiting times are still higher than at a pedestrian crossing with tunggu.Perilaku time pedestrians when crossing the road in the research sites more corpulent women. While overall more pedestrians choose to cross the zebra crossing pass than not using a crosswalk facilities . Based on the method of critical gap at peak hours with more pedestriansKeywords: pedestrian, travelling performer, traffic management, disruption, crosswalk, peak hourAbstrakDi Indonesia, pejalan kaki merupakan pelaku perjalanan yang paling rentan terhadap kecelakaan. Pejalan kaki banyak berjalan di tepi jalan dan menyeberang di sembarang tempat sepanjang ruas jalan. Pergerakan pejalan kaki khususnya ketika menyeberangi jalan sangat berbahaya dan dapat menimbulkan konflik dengan kendaraan yang melaju di jalan yang sama. Jika pejalan kaki bercampur dengan kendaraan, maka mereka akan memperlambat arus lalu lintas sehingga menimbulkan tingginya tingkat kecelakaan, selain itu juga akan mempengaruhi kapasitas jalan.Sebagai usaha dari manajemen lalu lintas untuk kelancaran dan keselamatan pejalan kaki maka dilakukan usaha untuk memisahkan pejalan kaki dengan kendaraan tanpa menimbulkan gangguan-gangguan yang besar terhadap aksesibilitas. Usaha tersebut adalah dengan menyediakan fasilitas pejalan kaki berupa penyeberangan. Jenis penyeberangan yang direkomendasikan sangat dipengaruhi oleh besarnya arus pejalan kaki dan arus kendaraan bermotor yang lewat.Tujuan penelitian ini adalah untuk menganalisis karakteristik penyeberang jalan, perilaku penyeberang jalan dan kinerja fasilitas penyeberangan di jalan piere Tendean.Hasil menunjukkan bahwa karakteristik pejalan kaki yang menyeberang jalan lebih besar pada hari libur.Kecepatan normal pejalan kaki yang menyeberang lebih besar dari orang yang menyeberang pada hari libur.Perbandingan persen pejalan kaki yang menyeberang tanpa waktu tunggu masih lebih tinggi dari pada pejalan kaki yang menyeberang dengan waktu tunggu.Perilaku pejalan kaki ketika menyeberang jalan di lokasi penelitian lebih bayak wanita. Sedangkan secara keseluruhan pejalan kaki lebih banyak memilih untuk menyeberang melewati zebra cross ketimbang tidak menggunakan fasilitas zebra cross. Berdasarkan metode gap kritis pada jam puncak dengan penyeberang lebih banyak pada lokasi penelitian, sehingga diperlukan fasilitas penyeberangan jalan yang lebih efektif.Keywords: pejalan kaki, manajemen lalulintas, gangguan , penyeberangan, jam puncak
Analisa Struktur Cara Kekakuan: Sebagai Alat Bantu Alternatif Dalam Perhitungan Stuktur Harahap, John. Th.; Sumajouw, M. D.J; Wallah, S. E.
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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ABSTRACT Analysis of a frame structure is necessary for evaluation of how large is the structural response of applied load. In general, the understanding of Stiffness Method were done by using simple structure example. As the number of structural dimensions increases which could be represented by the number of joint and element, will required the use of adequate sophisticated computers and other application of computation. One of the most popular computation application is MS Excel. The aims of this research are to make an alternative MS Excel oriented structural analysis tool and to make comparison of the computation output with other program available in the market. Otomatization in the computation of stiffness method by MS Excel oriented will make the analysis steps which consist of numerical processes, now could be display on the sheets so that we could verify its validity according to the structural theory. This transparant computational processess will alleviate the confidency of the computational out put and in the practice, it is appropriate to be use for educational purpose or as the comparison to the other output using other application program. Computation output of six types of frame structures using this alternative tools give less significance output so that it would be conclude that thoh alternative tool could be used. The transparancy of the computation were appropriate to be used in the learning processess and also it could be used as the comparison tools to the other available structural analysis application. Key words : stiffness method, frame structures,transparancy,element stiffness,structure stiffness ABSTRAK Analisis struktur rangka dimaksudkan untuk mengetahui besar respons struktur terhadap beban. Pemahaman metode kekakuan dalam perkuliahan, umumnya dilakukan dengan memakai contoh struktur sederhana. Meningkatnya ukuran struktur yang direpresentasikan oleh banyaknya titik kumpul dan elemen batang, mengharuskan pemakaian komputer dan aplikasi perhitungan yang sesuai. Salah satu aplikasi populer untuk menghitung ialah MS Excel. Tujuan yang ingin dicapai dengan penelitian ini membuat alat bantu alternatif analisis struktur berorientasi MS Excel dan melakukan perbandingan hasil perhitungan dengan output aplikasi lain yang sudah ada di pasaran. Otomatisasi perhitungan cara kekakuan berorientasi MS Excel membuat. tahapan analisis yang bentuk fisiknya merupakan pengolahan angka, tampil pada sheet sehingga dapat diperiksa kebenarannya sesuai dengan teori. Proses perhitungan yang transparan meningkatkan kepercayaan atas hasil perhitungan dan dalam praktek, cocok digunakan dalam edukasi atau sebagai pembanding terhadap output aplikasi lainnya. Hasil perhitungan enam jenis struktur rangka dengan program bantu alternatif dengan program aplikasi lain, memberikan perbedaan yang sangat kecil sehingga dapat disimpulkan bahwa output program bantu alternatif, dapat digunakan. Transparansi perhitungan merupakan alasan program bantu alternatif cocok digunakan dalam proses perkuliahan dan sebagai alat pembanding dari aplikasi analisis struktur yang lain. Kata kunci : metode kekakuan , struktur rangka,transparansi,kekakuan elemen, kekakuan struktur Jurnal Ilmiah Media Engineering Vol.6 No.3, September 2016 (529-534) ISSN: 2087-9334530 
PENGARUH KADAR AIR DAN SUPERPLASTICIZER PADA KEKUATAN DAN KELECAKAN BETON GEOPOLIMER MEMADAT SENDIRI BERBASIS ABU TERBANG Gumalang, Stevanny; Wallah, S E; Sumajouw, M. D.J
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractEenvironmental issues that caused by the production of portland cement and the development needs of the concrete casting technology, where in the last few decade scientists has started to do research and development of fly ash based - self compacting geopolymer concrete. Fly ash based - self compacting geopolymer concrete is a concrete which made of geopolymer material (fly ash) that combined with aggregate without using of portland cement. It is must have workability criteria of self compacting concrete (SCC). To get SCC’s required workability, it needs addition of extra water to the mixture of geopolymer concrete. But with the addition of extra water, the mixture of fresh geopolymer concrete could undergo dispersion and segregation, also might be affect to the chemical binding of geopolymer material. So, it needs admixture material such as superplasticizer which serves to increase workability of fresh geopolymer concrete although the amount of water content is reduced. From the description above, the author conducted a study that aims to determine the extent of the influence of water and superplasticizer on the workability and compressive strength of fly ash based -self compacting geopolymer concrete.Fly ash based- Self Compacting Geopolymer Concrete planned as follows, Fly ash (Class F) in dry condition; coarse and fine aggregates in a SSD condition; Sodium Hydroxide’s concentration is 14M; Alkaline / Fly Ash Ratio is 0.8; Doses of Viscocrete-10 are 0%, 1%, 2% and 3%; Extra Water / Fly Ash ratio are 0, 0.2, 0:25, 0.3, and 0,32; curing in an oven for 48 hours at temperature 70 °C.The maximum slump flow value according to EFNARC for Self Compacting Concrete is 67 cm that obtained on the addition of 3% superplasticizer and the ratio of extra water / fly ash is 0.3. Filling ability and viscosity specified in the V-Funnel test is 9.50 seconds. The test results of passing ability using the L-shaped box shows blocking ratio H2 / H1 is 0.83 seconds. Extra Water on Geopolymer Concrete provide significant impact on the slump flow value. Addition of extra water 0.3 is already getting slump flow value required by EFNARC for self compacting concrete ( 67 cm > 65 cm). The optimum composition in terms of qualified workability of Self Compacting Concrete and compressive strength are obtained on the addition of 3% superplasticizer and 0.3 extra water ratio. They give slump flow value at 67 cm and an average compressive strength of 16.28 MPa. So that in this composition, the concrete can be categorized as fly ash based - self compacting geopolymer concrete. The maximum compressive strength obtained on the mixing without extra water which is gives an average 30.55 MPa.Keywords: water content, superplasticizer, workability, compressive strength, Self Compacting Geopolymer Concrete
ANALISIS CAMPURAN KAPUR-FLY ASH DAN KAPUR-ABU SEKAM PADI TERHADAP LEMPUNG EKSPANSIF Pinansang, Denny Boy; Sompie, O. B.A.; Jansen, Fredy
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractFrequently, expansive clay soil raise problem to the buildings lies on it. Concerning to this, there are many ways had be tried to resolve this expansive soil, where one of it is by stabilization using coal by product (fly ash) , rice husk and lime to repair the soil.The aims of this research is to stabilize the expansive clay soil by using the blending combination of lime (2.5%, 5%, 7.5%, 10% ) , fly ash (5%, 10%, 15%, 20%), and rice husk (5%, 10%, 15%, 20%)which were mixed with soil samples from Buyandi Village, East Bolaangmongondow Regency.In order to know its mechanical and physical properties it had be tested the combination mix of soil, lime and fly ash and the combination mix of lime and rice husk namely Atterberg Limit test, Gradation test, Spesific Gravity, Compressivve test, Direct Shear test, Standard Compaction test, and Laboratory Soaked test.Test results showed that the addition of lime and fly ash and the addition of lime and rice husk could repaired the physical and mechanical properties of soil namely: reduction of Plasticity Index , and the increasing of Internal Friction (Ø)as well as the CBR values.Keywords: expansive clay, stabilization, fly ash, rice husk ashAbstrakTanah lempung ekspansi,sering menimbulkan masalah pada bangunan-bangunan yang ada diatasnya. Berkaitan dengan hal ini, banyak cara yang sudah dilakukan untuk menanggulangi tanah yang sifat tersebut, antara lain dengan menggunakan sisa pembakaran batu bara (fly ash), abu sekam padi (rice husk ash) dan kapur. Salah satu alternatif yang digunakan untuk memperbaiki kualitas tanah ialah dengan stabilisasi.Tujuan penelitian ini adalah melakukan stabilisasi tanah lempung expansive menggunakan kapur, abu terbang (fly ash) dan abu sekam padi (rice husk ash), dengan persentase kapur 2.5%, 5%, 7.5%, 10% dicampur dengan persentase abu terbang (fly ash) 5%, 10%, 15%, 20% dan abu sekam padi (rice hask ash) 5%, 10%, 15%, 20%. Tanah diambil dari Desa Buyandi Kabupaten Bolaangmongondow Timur.Untuk mengetahui perubahan sifat fisis dan mekanis, dilakukan uji terhadap campuran tanah kapur dengan abu terbang (fly ash) dan campuran kapur dengan abu sekam padi (rice husk ash) yang berupa uji batas atterberg, uji gradasi, uji berat jenis, uji kuat tekan bebas, uji geser langsung dan uji pemadatan standar dan CBR laboratorium dengan perendaman 4 hari.Hasil uji menunjukkan bahwa penambahan tanah kapur dengan abu terbang (fly ash) dan campuran tanah kapur dengan abu sekam padi (rice husk ash) dapat memperbaiki sifat fisis dan mekanis tanah, yaitu turunya indeks plastisitas, meningkatnya nilai sudut geser dalam tanah (Ø) serta meningkatnya nilai CBR.Kata kunci: Lempung ekspansif, stabilisasi, kapur, abu terbang, abu sekam padi
KARAKTERISTIK PEMAMPATAN TANAH RESIDU DI TPA RATAHAN Assa, Vicky A.; Sompie, O. B.A.; Lintong, E
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractSoil residues are the result of physical and chemical weathering of the rocks beneath its formation occurred over rocks came from, so there are some specific characteristics of the type of soil residues are not in accordance with the basic concepts of soil mechanics are generally prepared by the behavior of alluvial soil . The ground color is yellowish brown residue . Overview Ratahan case in landfill sites are on sloping native land , therefore the compression on the type of soil residues need more in-depth review of the determination of the parameters of consolidationThe test sample soil residue undisturbed were taken to the Laboratory of Soil Test, Department of Civil Engineering, Polytechnic of Manado for testing the water content, test weight content, test weight type, test Atterberg limits, test seepage and testing consolidation by using the tool oedometer standard. The test results were analyzed further consolidation, so that unknown behavior of soil residue compression. The results of calculations using the tool oedometer consolidation parameters in landfill Ratahan, the voltage value preconsolidation by Casagrande method is 1.20 kg / cm2 sedangan method "Strain Energy-Log Stress" or methods Senol-Saglamer was 1.50 kg / cm2. Compression index value obtained was 0.0915; and the coefficient of volume change in average yield 0.01703 cm2 / kg. Value parameter consolidation coefficient (Cv) for the type of soil residue in a landfill Ratahan can not be known because of the relationship between deformation curve and the root of the time (method Taylor), straight sections do not do not pass at least four points of each curve loading. To graph the relationship void ratio and pressure, if drawn with a logarithmic scale and a linear scale will show a different behavior. Where on the logarithmic scale graph (e log P), produces a curve that is convex making it possible to determine the preconsolidation stress, whereas the linear scale graph preconsolidation stress can not be determined. This is caused because the history of the formation of soil residues, particularly landfill Ratahan not through the deposition process and the process of consolidation as the alluvial soil.The results of the use of methods Casagrande method Senol - Saglamer for preconsolidation voltage values of 12 sites experienced an average difference of about 18.80 % . In the selection method for the determination preconsolidation stress is by using the " Strain Energy -Log Stress " ( Senol - Saglamer method , because this method has a better correlation coefficient , which is 90 % -92 % compared with the methods Casagrande 77 % -82 % ( Senol & Saglamer et.al. , 2000) .Keywords: soil residu, land fill,pre-consolidation, consolidation, Casagrande method, Senol-Saglamer method
PENGARUH KEHALUSAN SEMEN TERHADAP PENINGKATAN KEKUATAN MORTAR Slat, Ventje Berty; Sumajouw, M. D.J; Wallah, S. E.
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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AbstractSlurry density which is determined by the number of cavities / micro pores in the cement paste will reduce the strength to withstand loads on an element due to a reduction in the broad field of contact . Estrangement between aggregate and paste will causes micro cracks and result in crack propagation . Therefore, it is very important to reduce the number of pores in mortar and improve the hydration of cement more perfect . Effective method to overcome the problem of gap graded grainwhich serves as an adhesive as well as the use of granular cement filler is finer than standard cement The smaller cement granules will produce better hydration process .The aimed this study are to investigate the effect of fineness of cement in the mortar with a modified fineness method. The composition of the fineness of cement used are vary between 200 Standard , 400 , 500 and 600 m2 / kg . Specimens used have dimension of 50 × 50 × 50 mm and be tested at ages 3 , 7 , 14 and 28 days in order to get the compressive strength. In this study,ratio of cement to sand is 1 to 2.75 with water to cement ratio of 0.485. Type of cement used is the type of PCC ( Portland Composite Cement ) commonly used in IndonesiaResults indicate that the fineness of cement affects the mechanical properties of concrete and workability .Keywords:cement fineness , compressive strength . type of cement, mechanical properties, workabilityAbstrakKepadatan adukan ditentukan dengan banyaknya rongga/pori-pori mikro dalam pasta semen akan mengurangi kekuatan menahan beban pada suatu elemen karena terjadinya pengurangan luas bidang kontak. Kerenggangan antara agregat dan pasta menyebabkan terjadinya retak mikro dan mengakibatkan perambatan retak. Oleh karena itu menjadi sangat penting untuk mengurangi jumlah pori-pori pada mortar dan meningkatkan hidrasi semen yang lebih sempurna. Metode yang efektif mengatasi masalah kesenjangan gradasi butiran yang berfungsi sebagai perekat juga sebagai pengisi adalah penggunaan butiran semen yang lebih halus dari semen standar. Butiran semen yang lebih kecil akan menghasilkan proses hidrasi yang lebih baik.Penelitian ini bertujuan untuk menyelidiki pengaruh kehalusan semen pada mortar dengan metode modifikasi kehalusan. Komposisi kehalusan semen yang digunakan bervariasi antara 200, Standard, 400, 500 dan 600 m2/kg. Spesimen yang digunakan berukuran 50×50×50 mm dan diuji pada usia 3, 7, 14 dan 28 hari untuk mendapatkan nilai kuat tekan. Perbandingan semen dan pasir adalah 1 berbanding 2,75 dengan nilai faktor air semen 0.485 digunakan dalam penelitian ini. Jenis semen yang digunakan adalah tipe PCC (Portland Composite Cement) yang umum digunakan di Indonesia.Hasil menunjukkan bahwa kehalusan semen sangat berpengaruh terhadap sifat mekanis beton serta workability.Kata kunci : Kehalusan semen, kuat tekan. type semen, sifat mekanis, workability
PENGARUH KONDISI PERAWATAN PADA KEKUATAN DAN STRUKTUR MIKRO BETON MEMADAT SENDIRI DENGAN VOLUME ABU TERBANG TINGGI Sondakh, Chichilya S.P.; Manalip, H; Wallah, S.
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
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Abstract In the process of normal concrete casting is often to experience constraints due to the distance between the reinforcement is too dense, so it can resulting segregation. Therefore the last few years started to develop Self Compacting Concrete (SCC). SCC is a concrete that is able to solidify themselves with fairly high of slump. In contrast to normal concrete, the composition of cement that needed in the mix design of SCC more than the normal concrete’s. This is also often used as research to find an additives for cement replacement which is appropriate to the nature and characteristics of the cement itself. Fly ash is a waste remnants of coal combustion, an inorganic oxide material that have forming properties such as cement and high water binding capacity. So that the fly ash become a potential material to replace cement in high volume (more than 50%). To obtain the desired strength of concrete there are several factors that must be considered, one of which is the concrete curing. So the researchers conducted a study that aims to observe the effect of curing to the strength and microstructure of High Volume Fly Ash Self Compacting Concrete. Mix design of concrete used with the following composition (1) The volume of coarse aggregate approximately 50% of the volume of solid material, in this study use 40%; (2) The volume of fine aggregate approximately 40% of the volume of mortar, in this study use 48%. (3) water cementitious ratio is 0.72. (4) superplasticizer 2.5%. The volume of fly ash are 0%, 50%, 60% and 70%. Curing is done with 4 ways: Elevated Temperature in the oven for 24 hours in a temperature of 90 ° C and 60 ° C, immersion curing, and without curing. The results showed that the slump flow values increase along with the amount of volume replacement of cement with fly ash. In 60% and 70% of fly ash volume were qualified of self compacting concrete is over 65 cm. The maximum average compressive strength is found at 50% fly ash by mass is on without curing (17.30 MPa). Based on the results of SEM and EDS, It discovery that the higher temperature of treatment indicated a reduction of calcium and silica. So that the reduced of the elements calcium and silica showed reduced the major compounds builder of concrete strength.Keywords: Curing, Compressive Strength, Microstructure, High Volume Fly Ash-Self Compacting Concrete

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