cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rizki Amalia Tri Cahyani
Contact Email
rizkiatcahyani@gmail.com
Phone
+6285233000052
Journal Mail Official
media.teknik.sipil@umm.ac.id
Editorial Address
Jl. Raya Tlogomas 246 Malang, East Java, Indonesia, Postal Code: 65144
Location
Kota malang,
Jawa timur
INDONESIA
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 11 Documents
 1   2 
Search results for , issue "Vol 9, No 2 (2011): Agustus" : 11 Documents clear
PENGARUH PEMBERIAN PERAWATAN STEAM CURING TERHADAP KEKUATAN DAN DURABILITAS BETON DENGAN SEMEN POZZOLAN (EFFECT OF STEAM CURING ON STRENGTH AND DURABILITY CONCRETE WITH CEMENT POZZOLAN) Rommel, Erwin
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (719.796 KB) | DOI: 10.22219/jmts.v9i2.1200

Abstract

The use of concrete as a building material has been developed both in quantity and qualityaspects. Concrete production time is long term in a foundry to make many breakthroughs to makea concrete material that fast food, such as precast concrete. The use of precast concrete in the areaof an aggressive environment than expected strength factors are also needed high durability,including resistance to porosity and permeability properties of concrete.This research was conducted with the cooperation of one of Precast Concrete Factory in EastJava, including the manufacture of 15x15x15 cm cube of concrete and steam curing system.Thisvariable on research ; use the type of cement (pozzolan cement and cement type-1), the length ofsteam (5 and 7 hours), and the quality concrete (K350 and K700). As for the testing performed oncompressive strength, permeability and porosity of concrete.This study concluded that steam curing system to provide early strength concrete that isbetter than conventional curing (non-steam), where compressive strength of the post-steam canreach 51% of high-strength concrete (K700) with the results 361 kg/cm2, whereas in normalconcrete (K350) reached 52% (compressive strength 192 kg/cm2). Pozzolan cement concrete alsohas the advantage in increasing the durability of concrete, especially in high-strength concrete,where the concrete porosity becomes smaller either by steam curing and non-steam. Permeabilityof concrete is given a steam becomes smaller than the normal concrete with conventional curing(non-steam).Key word : steam curing, pozzolan cement, strength of concrete
PENGARUH PENAMBAHAN ‘LIMBAH KARET BAN LUAR’ TERHADAP KARAKTERISTIK MARSHALL PADA LAPIS TIPIS ASPAL PASIR (LATASIR) KELAS B Tristianto, Andika Budi; Abadi, Khoirul
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (117.577 KB) | DOI: 10.22219/jmts.v9i2.1194

Abstract

Asphalt mixture Latasir called HRSS (Hot Rolled Sand Sheet). Proper aggregate gradation,asphalt latasir distinct class A and class B. A known class Latasir HRSS-A with a nominal minimumthickness of 1.5 cm. As a class known as HRSS Latasir B-B with a nominal minimum thickness of2 cm. Latasir intended for asphalt road with light traffic, especially in areas where coarse aggregateis not available. The use of “rubber tire waste” as asphalt additives latasir is expected to reduce theuse of asphalt and benefits, including increases due to the braking surface traction and reduces tirenoise due to friction with the floor surface. The addition of “waste tire rubber” mixing the asphaltmade with a variety B latasir rubber content of 1%, 2%, 3%, 4% and 5% of the bitumen content. Itis known that a mixture of asphalt latasir B with the addition of “waste rubber tire ‘can improve thequality of Marshal. In the rubber content optimum for the ratio of 0312% rubber content andasphalt content of 7.89%, resulting in a mixture characteristics: Marshall Stability 950 kg, MarshallQuotient 4.1 kN/mm, Air Voids 3.5 % dan film thickness 8 μm.Key word : Asphalt mixture Latasir B, and waste rubber tires, Marshall test
STUDI EVALUASI DAN PERENCANAAN SISTEM JARINGAN DRAINASE PADA BAGIAN WILAYAH KOTA ( BWK II ) UNAAHA KABUPATEN KONAWE SULAWESI TENGGARA Umar, Irvan
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (99.848 KB) | DOI: 10.22219/jmts.v9i2.1201

Abstract

City Area II ( BWK II ) Unaaha since 1982 became the capital of Kendari Residence anddeveloped into Konawe residence in 2004 as the shape of regional autonomy spirit and developmentin northeast Sulawesi.Drainage Sistem condition in Unaaha city could be said lack ability in supportingbanishment whether from household waste or rain debt as hydrology effect happened in the area. Itmade Unaaha faced serious matters caused by flood which happened in several regions, especiallywhen rainy season came. So, there needed evaluation of canal capacity and new drainage systemplanning.According to evaluation, there found that there were several canal which didn’t able to interceptflood debt in 2 years ( Q 2 years ), so that needed re-plan of canal plane. New drainage canalplanning also needed to reduce water slick when it rained. There also needed supporting buildings,water channels in drainage which able to minimize the slick area.Key word : Drainage, flood debt, normalization, planning evaluation
KAJIAN PENANGGULANGAN LIMPASAN PERMUKAAN DENGAN MENGGUNAKAN SUMUR RESAPAN (STUDI KASUS DI DI DAERAH PERUMNAS MADE KABUPATEN LAMONGAN) Saleh, Chairil
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (640.756 KB) | DOI: 10.22219/jmts.v9i2.1195

Abstract

Desa Donowarih memiliki manajemen penanganan sampah yang buruk, maka perencanaanTPPopulation growth and rapid development led to changes in land use functions. Lots of landwhich was originally in the form of open land or forest to residential and industrial area. It is notonly urban region, but has been extended in the cultivation and protected areas, which serve awater. The impact of land use change surface runoff is rising at the same time decresing infiltrationof water into the ground. As a result the area occurs the reduced flood and infiltration into theground as ground water augmentation. The same thing happened in the Perumnas Made frequentduring the rainy season puddles. To prevent this and also to maintain the required reserves ofground water wells.This study aims to reduce runoff and prevent surface runoff and can increase the potential forground water. Besides, in order to take advantage of rainwater into the ground through wells. Sothat treatment can conserve and save water resources for long-term soil.Building design of water infiltration in this study is the recharge wells. Wells can accommodatesurface runoff and rain fall on every house gutters. Recharge wells in this study is planned in eachhome. Analysis results obtained from the total volume of rainfall with a 2-year return period is =2627.468 m3 while total volume of well is 3022.5 m3. As in every home is planned the wells withcircle radius from 0.45 to 0.75 meters with a variation to the depths of the wells ranged from 1.6 m- 2.9 m. So the wells is very effective to hold the entire discharge with a 2-year return period.Key words: Pond, Recharge Wells
PENGEMBANGAN SISTEM JARINGAN DISTRIBUSI AIE BERSIH DI KECAMATAN TUREN. Ali, Moh. Abdullah
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (251.293 KB) | DOI: 10.22219/jmts.v9i2.1202

Abstract

The population growth and district expansion needs supplying of clean water to fullfill thebasic requirements for the citizens, even from the quantity and quality. The distribution networksystem in that area using gravitation with heterogen pipe. The control to debite and pressure usedas parameter the operation of network service to the customer needs of clean water.Existing ( 2008 ) the population was 50237 people, with the growth average on 0,2percen each year. The needs of clean water at 23,8 lt/dt at the top of condition on the 60 percenservice level. From the analyst known that for the population at 2019 wich accounted by Geometricmethode was at 65,344 people. The clean water needs 106,4 lt/dt at the top of condition on 80percen service level.The plan for developing distribution network system, network simplication to minimizeof over network and to decrease the reducer cause of pipe curve at the existing network. Thenetwork pipe at Turen area needs increasing pipe on the existing condition 255 pipes with increasingto be 300 pipes. Node from the existing condition 251 node with increasing to be 287 node. Theresult of software WaterNet simulation is the dimension of network pipe for 2019. The dimensionof distribution pipe network before developing from the resouce to the customer are 250 mm, 200mm, 160 mm, 110 mm, 90 mm, 63 mm, and 40 mm. While the dimension of distribution pipenetwork after developing are 355 mm, 315 mm, 250 mm, 200 mm, 160 mm, 110 mm, 90 mm, 63mm, and 40 mm.Keyword : Network pipe system, Water needs, Developing
DAFTAR ISI Jurnal Media Teknik Sipil Vol. 09 No.2 Hal. 96-171 Agustus 2011 Isi, Daftar
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (13.823 KB) | DOI: 10.22219/jmts.v9i2.1196

Abstract

Simulasi Respon Pondasi Tiang Pancang Akibat Pembebanan Lateral Menggunakan Metode Beda HinggaAhmad Fitri Sujatmiko .............................................................................................................. 96 - 101Pemanfaatan Abu Bagasse Sebagai Filler Terhadap Nilai Marshall Test Pada Campuran Asphalt TreatedBase ( Atb )Andi Syaiful Amal ................................................................................................................... 102 - 106Pengaruh Penambahan 'Limbah Karet Ban Luar' Terhadap Karakteristik Marshall Pada Lapis Tipis AspalPasir (Latasir) Kelas BAndika Budi Tristianto1,Khoirul Abadi2 ...............................................................................107 - 115Kajian Penanggulangan Limpasan Permukaan dengan Menggunakan Sumur Resapan (Studi Kasus di DiDaerah Perumnas Made Kabupaten Lamongan)Chairil Saleh ............................................................................................................................ 116 - 124Perencanaan Ulang Balok Beton Bertulang Pada Gedung Rusunawa Umm Dengan Metode Strut AndTieDona Dwi Fitrianti 1, Zamzami Septiropa 2, Erwin Rommel 3 ............................................. 125 - 131Kajian Distribusi Sedimentasi Waduk Wonorejo, Tulungagung-Jawa TimurErnawan Setyono ................................................................................................................... 132 - 141Pengaruh Pemberian Perawatan Steam Curing Terhadap Kekuatan Dan Durabilitas Beton Dengan SemenPozzolan (Effect Of Steam Curing On Strength And Durability Concrete With Cement Pozzolan)Erwin Rommel ........................................................................................................................ 142 - 154Studi Evaluasi Dan Perencanaan Sistem Jaringan Drainase Pada Bagian Wilayah Kota ( Bwk Ii ) Unaaha,Kabupaten Konawe Sulawesi TenggaraIrvan Umar ............................................................................................................................ .155 - 160Pengembangan Sistem Jaringan Distribusi Aie Bersih Di Kecamatan Turen.Moh. Abdullah Ali ....................................................................................................................161 - 165Penerapan Model Tangki Dengan Tiga Tangki Susunan Paralel Untuk Transformasi Data Hujan MenjadiData Debit (Studi Kasus Pada Inflow Waduk Selorejo Dan Waduk Lahor)Rahman ...................................................................................................................................166 - 171
PERENCANAAN ULANG BALOK BETON BERTULANG PADA GEDUNG RUSUNAWA UMM DENGAN METODE STRUT AND TIE Fitrianti, Dona Dwi; Septiropa, Zamzami; Rommel, Erwin
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (113.236 KB) | DOI: 10.22219/jmts.v9i2.1198

Abstract

Deep beam is the reinforced concrete structure, which has loads like normal beam, but has acomparatively high rate / width of a large, with clean span of Ln equal to or less than four times theoverall member height (h) or twice effectively depth beam (2d ) from the face of support withconcentrated loading. Strut and Tie Model (STM) is a method used to find the balance between loadand reaction forces in the concrete and steel.Redesign on Rusunawa beams using deep beam structure that consists of, beam 0.9 mx0,3mwith length 6.8 m that loaded of concentrated loading and deep beam 1.3 mx0, 4m by 4.2 meterslong that uniformly distributed loading. quality of concrete is used 25 Mpa and the quality of Steel350 MpaFrom the results of planning by using Strut and Tie Model (STM), obtained main flexurereinforcement of 6.8 meters is 4D19 for tensile bar and 5D19 for assembling bar. and Ø8- 160mmfor horizontal and vertical stirrups. As for the deep beam spans 4.2 meters, obtained flexurereinforcement is 5D20 for tensile and assembling bar and Ø8 - 220.2 mm for horizontal and verticalstirrups.Keywords: Deep beam, Strut and Tie method
PENERAPAN MODEL TANGKI DENGAN TIGA TANGKI SUSUNAN PARALEL UNTUK TRANSFORMASI DATA HUJAN MENJADI DATA DEBIT (STUDI KASUS PADA INFLOW WADUK SELOREJO DAN WADUK LAHOR) ., Rahman
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (143.853 KB) | DOI: 10.22219/jmts.v9i2.1203

Abstract

An inspiriting factor in making a hydrology model especially rain water transformation datamodel to become debit data is debit accumulation handicap. Sugawara cube model is one of conceptualmodels which has concept rain water stream process become a river stream is analogized as astream through the parallel cube. The approach of cube model can be done in seri, parallel, or themixed.Modeling simulation processes will produce parameters or coefficients of cube model makethe cube model and its parameters can show the condition of river stream area.Three parallel cubes have 14 chosen parameters. The solution is optimizing it to get optimalparameter that can represent a DAS modeled. Algoritma Genetik can be used in the optimizationprocess; it shows the effectiveness and the capacity to determine parameter. The result of theanalysis of 2 DAS shows that the cube model with 3parallel cube represents the correlation ofclimate data and water debit with good process., model gives good trend in fluctuate debit of water.This optimizing technique is covered in Mantlab programming language which is ready to be developedin another DAS.Key word : Hydrology model, 3 Parallel cube model, Parameter, Optimize, Algoritma Genetik
SIMULASI RESPON PONDASI TIANG PANCANG AKIBAT PEMBEBANAN LATERAL MENGGUNAKAN METODE BEDA HINGGA Sujatmiko, Ahmad Fitri
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
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.v9i2.1192

Abstract

Structural response of concrete of pillar commonly happened from the result of in site testthrough loading test. But, the test needs large amount. So, it is suggested to use an efficient analysismethod through simulation of numeric model. A model of pillar on the homogeny land will be loadedby a horizontal weight. By considering strengthen of the pillar and the reaction of the ground, tosolve the accountability can be done by using finite differences method. For example, for a concreteof pillar 30x30cm with a lateral weight 1000kg are have lendutan response ymaks=42mm, while themaximum moment response Mmaks=780kg.mKeyword: concrete response, lateral weight, finite differences method.
KAJIAN DISTRIBUSI SEDIMENTASI WADUK WONOREJO, TULUNGAGUNG-JAWA TIMUR Setyono, Ernawan
Media Teknik Sipil Vol 9, No 2 (2011): Agustus
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.v9i2.1199

Abstract

This study aims to know the distribution of sedimentation of the most suitable method amongthe Emperical Area Reduction Method and Area Increment Method for predicting the the distributionof sediments in the Reservoir Wonorejo. While the purpose of this study was to determine the baseelevation of a new reservoir (new zero elavation) after the existing sediments. With both methodscan be known distribution of sediments in the reservoir for the operating life of 8 years and 11years. After analysis, it can be concluded that Emperical Area Reduction Method is more suitable topredict the distribution of sedimentation in reservoirs Wonorejo. For operasi period of 8 years,sediment has reached an elevation of +122,21 m which is at 2.21 m above the base elevationreservoirs, the amount of sediment that settles in the reservoir is 2,0608. and for the operationof 11 years, sediments deposited reaches two, 2,2371. at an elevation of +123,47 m or 1,47m above the base elevation of the reservoir.Key word : Distribution of Sedimentation

Page 1 of 2 | Total Record : 11

 1   2 

Filter by Year

2011 2011


Reset
Filter By Issues
All Issue Vol. 22 No. 2 (2024): Agustus 2024 Vol. 22 No. 1 (2024): Februari 2024 Vol. 21 No. 2 (2023): Agustus 2023 Vol. 21 No. 1 (2023): Februari 2023 Vol. 20 No. 2 (2022): Agustus 2022 Vol. 20 No. 1 (2022): Februari 2022 Vol. 19 No. 2 (2021): Agustus 2021 Vol. 19 No. 1 (2021): Februari 2021 Vol. 18 No. 2 (2020): Agustus Vol. 18 No. 1 (2020): Februari Vol 18, No 1 (2020): Februari Vol 17, No 2 (2019): Agustus Vol. 17 No. 2 (2019): Agustus Vol 17, No 1 (2019): Februari Vol. 17 No. 1 (2019): Februari Vol 16, No 2 (2018): Agustus Vol. 16 No. 2 (2018): Agustus Vol. 16 No. 1 (2018): Februari Vol 16, No 1 (2018): Februari Vol 15, No 2 (2017): Agustus Vol. 15 No. 2 (2017): Agustus Vol 15, No 1 (2017): Februari Vol. 15 No. 1 (2017): Februari Vol. 14 No. 2 (2016): Agustus Vol 14, No 2 (2016): Agustus Vol. 14 No. 1 (2016): Februari Vol 14, No 1 (2016): Februari Vol. 13 No. 2 (2015): Agustus Vol 13, No 2 (2015): Agustus Vol. 13 No. 1 (2015): Februari Vol 13, No 1 (2015): Februari Vol 12, No 2 (2014): Agustus Vol. 12 No. 2 (2014): Agustus Vol 12, No 1 (2014): Februari Vol. 12 No. 1 (2014): Februari Vol. 11 No. 1 (2013): Februari Vol 11, No 1 (2013): Februari Vol. 10 No. 2 (2012): Agustus Vol 10, No 2 (2012): Agustus Vol. 10 No. 1 (2012): Februari Vol 10, No 1 (2012): Februari Vol. 9 No. 2 (2011): Agustus Vol 9, No 2 (2011): Agustus Vol. 9 No. 1 (2011): Februari Vol 9, No 1 (2011): Februari More Issue