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Media Teknik Sipil
Published by Universitas Muhammadiyah Malang
ISSN : 16933095     EISSN : 25977660     DOI : 10.2229.
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 433 Documents
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PENGARUH VARIASI GRADASI AGREGAT (SLAG) TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIK BELAH BETON Abd . Basid; Yusuf W
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2035

Abstract

PENGARUH VARIASI GRADASI AGREGAT (SLAG)TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIKBELAH BETONAbd. Basid1, Yusuf W21,2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTThe use of slag as aggregate is quite reasonable because the waste slag is one that has not beenexploited well, in addition to the waste in the waste, slag also categorized tixic and hazardous waste(B3). So, find the solution of the existing problems such as slag used as aggregate in concretemixes. This research was to determine the effect of variety in slag aggregate gradations oncompression strength, porosity and tensile strength of concrete side with up and down 7% fromfuller curve at 28days. From the test result obtained by the maximum compression strength of theconcrete with slag aggregate gradation that occurs at gradation III above fuller curve for 36,99Mpa, while the maxsimum tensile strength sides also occurs in gradation III in the amount of 32,55Mpa and for testing the minimum porosity derived porosity also occurs in gradation III is at 2,42%.The result of testing the mechanical properties of concrete at 28 days showed that there wasinfluence by variety in the strength of slag aggregate concrete. That the more subtle gradations onaggregate become the concrete more dense and has good quality.Key Words : Concrete, Variety, Slag Anggregate
MANAJEMEN WAKTU, BIAYA DAN SDM PROYEK KONSTRUKSI PADA PEMBANGUNAN GEDUNG RUANG KULIAH FIA UNIVERSITAS BRAWIJAYA MALANG DENGAN MENGGUNAKAN METODE PERT DAN PDM Anugerah Fakhrur Rozy; Ode R.G.W.
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2036

Abstract

MANAJEMEN WAKTU, BIAYA DAN SDM PROYEK KONSTRUKSIPADA PEMBANGUNAN GEDUNG RUANG KULIAH FIAUNIVERSITAS BRAWIJAYA MALANGDENGAN MENGGUNAKAN METODE PERT DAN PDMAnugerah Fakhrur Rozy1, Ode R.G.W.21,2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACProject managers always want to find a method which can improve quality and control to dealwith the number of activities that tend to increase. To improve the quality of planning and control ofthe building project B FIA UB used a method, and the method used herein is Project Evaluation andReview Technique (PERT) Method and Presedence Diagram Method (PDM) with a software programtool Microsoft Office Project 2003.Completion time planning the optimal project using PERT and PDM is 303 days with atotal cost Rp 16,278,036,000.00 (including contractors profit + 10% PPN). From the calculation ofthe target analyte project completion time T (d), shows that the possibility of the project is completedon time / period of 303 days (normal time) only by 50%. Whereas if the duration / Project Completionperiod plus 3S (three times the standard deviation) is 303 days + 14.13 = 317.13 days, then it islikely the project is completed on time / period of 317.13 days at 99% (on time).Keywords: Time, Cost, SDM, PERT Method, PDM, Microsoft Office Project 2003.
STUDI PERILAKU CAMPURAN LATASTON (HRS-WC) DENGAN “LIMBAH KARET BAN LUAR” SEBAGAI BAHAN PENGGANTI SEBAGIAN ASPAL Candra Putra Kiswara; Andi Saiful Amal
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2037

Abstract

STUDI PERILAKU CAMPURAN LATASTON (HRS-WC) DENGAN“LIMBAH KARET BAN LUAR” SEBAGAI BAHAN PENGGANTISEBAGIAN ASPALCandra Putra Kiswara 1& Andi Saiful A21&2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144e-mail: candra_sum@yahoo.co.id, andiamal99@yahoo.co.idABSTRACTWaste to be one of the problems facing the nation at this time. Community is very disturbed bythe presence of various types of waste that is around their neighborhood. Ranging from industrialwaste to the waste home.The basic requirements of a road construction is to prepare the surface layer of a flat andstrong to ensure high security for a long time and the preservation of every detail in a variety ofweather. It required an asphalt mixture that is capable of supporting loads as well as capture thedamaging effects of traffic and the weather (climate) and can provide good service.With the addition of waste tire rubber is significantly affect mixture properties such Lataston(HRS-WC) Stability, Marshall Quontient, Flow and Air Voids. This is evidenced by the results oftesting using a Marshall. The average value of stability the average of 1220 kg. For Lataston (HRSWC)mix with additives outer tire rubber to rubber optimum levels (KKO) 11,50%, to produce amixture of qualities: Marshall Stability value = 1220 kg, Marshall Quotient value = 7,2 kN / mm,Value Air Marshall voids = 10,00%, Value Bitumen film thickness = 5,6 mm.Key Word: Waste Tire Rubber, Marshall Caracteristic
PENGARUH PENGGUNAAN SERAT HIGH DENSITY POLYETHYLENE (HDPE) PADA CAMPURAN BETON TERHADAP KUAT TARIK BETON Erwin Rommel; Yunan Rusdianto; Anita Kurniati
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2038

Abstract

PENGARUH PENGGUNAAN SERAT HIGH DENSITYPOLYETHYLENE (HDPE) PADA CAMPURAN BETON TERHADAPKUAT TARIK BETON1)Erwin Rommel, 2)Yunan Rusdianto, 3)Anita Kurniati1,2,3)Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah Malang3)Alumni Teknik Sipil FT-UMMemail : erwin67pro@yahoo.comABSTRACTResearch on the addition of HDPE fibers in normal concrete is intended to determine therelationship between the percentage of variation of fiber addition of HDPE to the workability, tensilestrength and determine the pattern of deployment of fiber in concrete. The addition of HDPE fibersis intended to increase the tensile strength of concrete.The concrete was mixed using gresik cement type PPC, sand with the gradation limits zone 2,the gravel with a maximum grain size of 20 mm, and HDPE fibers with a width of 0.5 cm and 2.5cm long. Variations in the addition of HDPE fibers are 0%, 1%, 2%, 3%, 4%, 5%, 6%, 7%, 8%,9%, 10% of the volume of the mixture. Tensile strength testing performed with a cylindrical testpiece with a diameter of 150 mm and 300 mm height at the age of 28 days of the test object. Tensilestrength of concrete data analysis using regression analysis.The results showed that the addition of HDPE fibers can increase the value of tensile strengthsides. There is a strong pull on the sides of the optimum levels of 4% with a tensile strength of 2.86MPa increased by 18%Key words: Concrete, HDPE fibers, Tensile strength
ANALISA BIAYA DAN WAKTU DENGAN MENGGUNAKAN METODE TIME COST TRADE OFF PADA PROYEK PEMBANGUNAN HOTEL ASTON PARAMOUNT MALANG Iktiva Sani; Zamzami Septiropa
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2039

Abstract

ANALISA BIAYA DAN WAKTU DENGAN MENGGUNAKANMETODE TIME COST TRADE OFF PADA PROYEKPEMBANGUNAN HOTEL ASTON PARAMOUNT MALANGIktiva Sani1, Zamzami Septiropa21,2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTImplementation of Development Projects Aston Paramount delayed completion time causedby the discharge of water continuously from the underground, thus flooding the area GWT (GroundWater Tank), STP (Sewage Treatment Plan) and the destruction of Tower Crane. It can be based ontime schedulle project in November 2012 or at the time the project reaches 17 weeks, the progressof the plan should reach 28.648%, but the reality on the ground has reached 24.194%, so it can beknown deviation -4.454%.The method applied in this thesis Time Cost Trade Off (TCTO) to speed up implementation ofthe project in order to achieve the optimum time in the rest of the work project. TCTO a time andBiya exchanges with a view to speeding up the duration.Acceleration time is done by holding the shift work. Of the project schedule has been delayed,the rest of the project is completed within 180 days for a total cost of Rp. 32,679,810,571.24.However if the project accelerated by using TCTO to return to the original plan schedule is 162days obtained a fee of Rp. 33,462,446,260, the difference between the cost of Rp. 782,635,689.88.Keywords: Time and Cost
PENGGUNAAN SAMBUNGAN BAMBU ORI MENGGUNAKAN BAUT PADA KUDA-KUDA DENGA PENGISI MORTAR RESIN Muhammad Haris; Lukito Prasetyo
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2044

Abstract

PENGGUNAAN SAMBUNGAN BAMBU ORI MENGGUNAKANBAUT PADA KUDA-KUDA DENGA PENGISI MORTAR RESINMuhammad Haris 1,Lukito Prasetyo.21&2 Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144Email : olfurnitur@yahoo.com, prasetyo_lukito@yahoo.comABSTRACTThe use of bamboo as a construction material as well as the price is quite reasonablebecause less tensile strength to accept the burden and the press is quite high, but the use ofbamboo as a construction material has not maxima. This is due to the coupling stalks ofbamboo structure is usually done using conventional ropes, diarrhea and pegs, so thecoupling is less robust. This gives the impression that the power connection is very low, so lookfor an alternative type of connection is stronger, and therefore needed a study for the connectionstructure of bamboo is more solid, the effect of the use of bamboo ori instruction in connectionto the horses bolt with resin mortar filler.From the tests the maximum compressive strength values obtained material resin mortarspecimens at 32 MPa. From the test results on material specimens tap the value of the maximumcompressive robust to be used as filler material in connection ori bamboo horses. Testing theconnection ori bamboo horses given level of loading is: 2000kg, 3000kg, and 4070kg. Bambooeasel Smbungan ori show damage upon receiving load of 4070 kg with a deflection of 8.02mm.Damage to the specimen material is different, this is due to the percentage of the added materialand a different impact. While damage to the connection ori bamboo horses are different, this isdue to the function of each connection is different.Keywords: Bamboo, Resin Mortar, Compressive Strength, Deflection
STUDI EVALUASI DAN PERENCANAAN SISTEM JARINGAN DRAINASE KECAMATAN ROGOJAMPI KABUPATEN BANYUWANGI Muamar Khadafi; Ernawan Setyono
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2045

Abstract

STUDI EVALUASI DAN PERENCANAAN SISTEM JARINGANDRAINASE KECAMATAN ROGOJAMPI KABUPATENBANYUWANGIMuamar Khadafi1, Ernawan Setyono21&2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTParts of the eastern part of the island of Java there is a district in the district called banyuwangi.The condition of the existing drainage system in the sub-district Rogojampi banyuwangi can say isinadequate to accommodate the construction of both the discharge flow from the waste comesfrom household or storm water discharge exists as hydrological impacts that occur in the regiontersabut. As a result, many districts Rogojampi often encounter serious problems due to standingwater is often the case in several sections of the area especially during the rainy season arrives. Soit is important to evaluate the channel capacity and planning of the new drainage system.Based on the evaluation results can be known that there are several sections of the channelwere not able to hold back the flood discharge stage biennial (two-year Q), so that the necessary replanningthe channel cross section. It provides a new drainage plan is also required to reduce thepool of water when it rains. It also required some supporting buildings culvert drainage system tominimize area genagnanKey Word ; Drainage, Discharge, Normalisation, Planing, Evaluasition
PENGARUH BOTTOM ASH SEBAGAI PENGGANTI PASIR DAN LIMBAH KARBIT SEBAGAI BAHAN TAMBAH SEMEN TERHADAP BERAT JENIS, KUAT TEKAN, DAN ABSORBSI BATAKO Nur Ali; Rofikatul Karimah; H. E.Meiyanto
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2046

Abstract

PENGARUH BOTTOM ASH SEBAGAI PENGGANTI PASIR DANLIMBAH KARBIT SEBAGAI BAHAN TAMBAH SEMENTERHADAP BERAT JENIS, KUAT TEKAN, DAN ABSORBSIBATAKONur Ali1, Rofikatul Karimah2 , H. E.Meiyanto31,2,3 Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144Email: rofikatulkarimah@gmail.comABSTRACTBasically concrete brick is formed from cement, sand and water, than a breakthroughmade in manufacturing of concrete brick with the utilization of wastes which have no economicvalue are also widely available in the environment than is waste of bottom ash an carbide. In thisresearch, a normal concrete brick consist of cement, san, and water which given variation ofcarbide waste ranging from 10%, 20%, and 30%, afterwards a replacement of sand by bottomash is made with a given variation of carbide waste 10%, 20%, and 30%. Result of the researchthat applying sand as subtle aggregate and waste of carbide as additional material for cementgets the best result on the variation of carbide waste 30% with strength of compression 69,10MPa and 3,58% absorption capacity, it is better rather than normal concrete brick on the variationof carbide waste 0% with compressive strength of 48,74 MPa and 5,49 absorption capacity.After wards, by doing replacement of sand with bottom ash as subtle aggregate and addedwaste carbideas its variations is obtained the best results in the variation of carbide waste 30%with compressive strength 52,37 MPa and 6,92 of absorption capacity better rather than 0% ofvariation carbide waste with strength of compession 19,64 MPa and 12,01 of absorption capacity.Keyword: Concrete Brick, bottom ash, waste carbide.
STUDI PERENCANAAN TPA MASUKAU DENGAN SISTEM SANITARY LANDFILL DI KABUPATEN TABALONG KALIMANTAN SELATAN Rahmat Nazhary; Warih K
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2047

Abstract

STUDI PERENCANAAN TPA MASUKAU DENGAN SISTEMSANITARY LANDFILL DI KABUPATEN TABALONGKALIMANTAN SELATANRahmat Nazhary1, Warih K21&2 Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTOpen Dumping merupakan salah satu metode pengelolaan sampah yang murah dan mudahuntuk dilakukan pada pengoperasiannya. Metode ini memiliki banyak kekurangan, karena lindi yangdihasilkan tidak dapat dikontrol, menimbulkan bau, estetika yang buruk, pencemaran air tanah danpermukaan, serta dampak negative lainnya. Namun metode inilah yang digunakan di seluruh TPAyang ada di Kabupaten Tabalong, dimana tidak ada pengelolaan/pencegahan yang baik terhadappencemaran baik air, udara, dan tanah, serta control terhadap sanitasi lingkungan.Perlu adanya perubahan metode pengelolaan sampah dari Open Dumping menjadi SanitaryLandfill sesuai UU no.18 tahun 2008 tentang pengelolaan sampah. sistem sanitary landfill inimerupakan salah satu sistem pengolahan sampah terkontrol dengan sistem sanitasi yang baik. Sampahdibuang ke Tempat Pemprosesan Akhir (TPA), kemudian sampah dipadatkan dengan bulldozer danselanjutnya di tutup tanah.Dari hasil analisa diperoleh jumlah penduduk tahun 2032 sebanyak 5.394.643 jiwa dan timbulansampah sebesar 668.760,08 m3. Dari analisa stabilitas lereng didapat nilai FS dengan menggunakanmetode Bishop = 4,322, Fellenius = 4,019, dan metode Janbu = 3,814 dinyatakan aman.Kata Kunci : Sanitary Landfill, Stabilitas Lereng, Gas Metan.
OPTIMASI DIAMETER PIPA PADA SISTEM JARINGAN AIR BERSIH DENGAN MENGGUNAKAN LINEAR PROGRAMMING DI KECAMATAN TUREN MALANG Rega Putra Permana; Chairil Saleh
Media Teknik Sipil Vol. 12 No. 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v12i1.2048

Abstract

OPTIMASI DIAMETER PIPA PADA SISTEM JARINGAN AIRBERSIH DENGAN MENGGUNAKAN LINEAR PROGRAMMINGDI KECAMATAN TUREN MALANGRega Putra Permana1, Chairil Saleh21,2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTTuren districts is one of 33 districts in Malang regency. Located ± 16 km east of the capitalcity of Malang (Kepanjen) and ± 26 km south of Malang. One of the factors that determine thelevel of performance of the system of providing clean water is effectiveness network.Results ofthe evaluation of the performance of a network of water pipes are clean before it shows that therelative energy level at each node the pipe showed a huge differenceLinear programming is a method which is very popular and reliable in solving optimizationproblem that contain linear function.Besides the simplicity of its functions, the ease factor insolving the equation system makes the linear programming more interesting to be applied insolving various optimization cases.This project to find out the level of linear programming to solving optimization problemsdiameter pipelines in the water distribution system.The results of the analysis Indicates that themodel linear programming is quite consistent and can provide optimum solutions appropriateobjective function and constraint functions of the set.Keywords: linear programming, diameter, pipe networks, optimization.

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