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 433 Documents
 5   6   7   8   9 
PENGGUNAAN SAMBUNGAN BAMBU ORI MENGGUNAKAN BAUT PADA KUDA-KUDA DENGA PENGISI MORTAR RESIN Haris, Muhammad; Prasetyo, Lukito
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 | Full PDF (213.393 KB) | 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
PENGEMBANGAN INDEKS BIAYA KONSTRUKSI RUMAH SEJAHTERA MURAH DI BEBERAPA DAERAH DI INDONESIA Libianto, Tabita Tania; Andi, Andi; Arijanto, Lie
Media Teknik Sipil Vol 14, No 2 (2016): 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 (795.949 KB) | DOI: 10.22219/jmts.v14i2.3712

Abstract

Pemerintah Indonesia memiliki program pembangunan Rumah Sejahtera Murah yang tersebar di seluruh Indonesia untuk memenuhi kebutuhan masyarakat yang membutuhkan. Akan tetapi biaya di suatu daerah dengan  biaya daerah lain tidaklah sama. Apabila kontraktor memiliki keterbatasan waktu dan informasi harga pada saat tender, mereka dapat mengalami kerugian dalam proyek luar daerah. Tujuan penelitian ini untuk mengusulkan sistem informasi yang dapat memudahkan dalam membandingkan biaya antar daerah yaitu berupa Indeks Biaya Konstruksi (CCI). Indeks Biaya Konstruksi (CCI) dibentuk dari bobot dan harga di tiap daerah. Data harga tersebut menggunakan data dari Jurnal Harga Satuan Bahan Bangunan Konstruksi dan Interior tahun 2015. Indeks menggunakan Laspeyres Formula dengan dibentuk dari bobot material dan upah (w) di kota dasar dan Indeks Biaya Material (IM) dan Indeks Biaya Upah (IL) dari Eurostat. Dasar indeks harga adalah kota Jakarta. Hasil penelitian adalah Indeks Biaya Material (MCI), Upah (LCI) dan Biaya Total (CCI), indeks – indeks tersebut tiap daerah memiliki perbedaan. Indeks dibagi dalam 6 zona. Indeks Biaya Material Jakarta berada di zona 4, Indeks Upah Jakarta berada di zona 6 dan indeks total Jakarta berada di zona 5. Indeks kota Tanggamus adalah yang paling tinggi.
PENGARUH PENGGUNAAN FLY ASH PADA BETON MUTU NORMAL DAN MUTU TINGGI DITINJAU DARI KUAT TEKAN DAN ABSORBSI Leovie Haf, Borris Berqa
Media Teknik Sipil Vol 10, No 1 (2012): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (215.374 KB) | DOI: 10.22219/jmts.v10i1.1206

Abstract

Fly ash was used in K300 quality and K500 concrete. To find out pressure strength andabsorption, there used cube test with 15 cm measurement. Concrete mixture planning used methodof DOE (development of Environmental). In K300 with FAS 0.63, slump 3 cm – 6 cm and in K500with FAS 0,41, slump 8 cm - 12 cm. by fly ash variances 0%, 30% cementious and 30% additivefrom the total weight of cement. The pressure strength test was done when the concrete age was7, 14 and 28 days. Absorption was tested when the concrete age was 28 days.In this research, concrete with strength K300 and strength K500 showed similar reaction in allvariances of concrete mixture. Fly ash as additive was better compared with its role as cementious.Since both tester showed increasing in concrete pressure for 10% from concrete without fly ash.And fly ash as cementious showed decreasing in concrete pressure for 10% from concrete withoutfly ash, where the avarege of pressure in K300 was 362 kg/cm2 for concrete without fly ash, 273kg/cm2 for concrete with 30% cementious and 398 kg/cm2 for concrete with 30% additive. Andfor K500 concrete were 568 kg/cm2 for concrete without fly ash, 443 for concrete with 30%cementious and 628 kg/cm2 for concrete with 30% additive. And absorption in strength K300 was0.384% for concrete without fly ash, 0.379% for concrete with 30% cementious and 0.363% forconcrete with 30% additive. And also in strength K500 with 0.276% for concrete without fly ash,0.274% for concrete with 30% cementious and 0.259% for concrete with 30% additive.Keyword : ly Ash, Absorption, Cementious, Additive
PEMAKAIAN ABU AMPAS TEBU DENGAN VARIASI SUHU SEBAGAI SUBSTITUSI PARSIAL SEMEN DALAM CAMPURAN BETON Karimah, Rofikotul; Wahyudi, Yusuf
Media Teknik Sipil Vol 13, No 2 (2015): 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 (303.621 KB) | DOI: 10.22219/jmts.v13i2.2563

Abstract

PEMAKAIAN ABU AMPAS TEBU DENGAN VARIASI SUHUSEBAGAI SUBSTITUSI PARSIAL SEMEN DALAM CAMPURAN BETONThe Use Of Bagasse Ash With Temperature VariationsAs A Partial Substitution Of Cement In The Concrete MixRofikotul Karimah1& Yusuf Wahyudi21&2Jurusan Teknik Sipil – Fakultas Teknik Univ. Muhammadiyah MalangJl. Raya Tlogomas No. 246 Malang 65144Email: roikatulkarimah@gmail.comAbstractBagasse is natural resource that has not been maximally used. The bagasse cinders, waste of burning was taken from Kebon Agung sugar mill, Malang, contains 38,09% amount of silica. The research toward bagasse cinder is done by reburning it from temperature 400ºC, 500ºC, 600ºC, 700ºC and 800ºC with silica amount 49,60%, 52,59%, 53,92%, 54,46% and 54,96%. Based on the research result was obtained the best press power in 28 days old is bagasse cinder which is burnt in 400ºC of temperature by 5% precentage is 24,616 Mpa. The more high burning temperature, the lower of streng that is produced. The maximum water absorption value is in a mixed-bagasse cinder that is burnt in 800ºC of temperature is 1,061%. The proportion of correlation between streng and water disorption toward mixed bagasse cinder concrete is reverse. It is because of compound establisthhment of Ca(OH)2 with SiO2 is not happened yet perfectly, portlandid fase is still exist. Consequently, the expected cinder did not exist as changer role for repairing cement feature, on the contrary, it had filler role the same as sand.Keywords: bagasse cinder, strength, absorption.AbstrakAmpas tebu merupakan sumber daya alam yang masih belum maksimal pemanfaatannya. Limbah abu ampas tebu hasil sisa pembakaran yang didapat dari pabrik gula Kebon Agung, Malang memiliki kandungan silika sebesar 38,09%. Penelitian terhadap abu ampas tebu dilakukan dengan melakukan pembakaran ulang dari suhu 4000C, 5000C, 6000C, 7000C, dan 8000C dengan nilai silika yang didapat sebesar 49,60%, 52,59%, 53,92%, 54,46%, dan 54,96%. Berdasarkan hasil penelitian diperoleh kekuatan tekan yang paling baik pada umur 28 hari adalah abu ampas tebu yang dibakar pada suhu 4000C dengan persentase 5% sebesar 24,616 Mpa. Semakin tinggi suhu pembakaran kuat tekan yang dihasilkan semakin menurun. Nilai penyerapan air maksimum terdapat pada campuran abu ampas tebu yang di bakar pada suhu 8000C yakni sebesar 1,061%. Hubungan antara kuat tekan dan penyerapan air pada campuran beton abu ampas tebu berbanding terbalik. Hal tersebut terjadi karena pembentukan senyawa Ca(OH)2 dengan SiO2 belum terjadi secara sempurna, fase portlandidnya masih ada. Akhirnya abu yang dikehendaki tidak bertindak sebagai pengganti untuk memperbaiki sifat semen melainkan bertindak sebagai filler sama seperti pasir.Kata Kunci : abu ampas tebu, kuat tekan, absorbsi.
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
Daftar Isi Vol.17 no.1 Februari 2019 Sipil, Media Teknik
Media Teknik Sipil Vol 17, No 1 (2019): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (117.2 KB) | DOI: 10.22219/jmts.v17i1.9746

Abstract

Daftar Isi Jurnal Media Teknik Sipil Vol.13 No.2, Agustus 2015 Isi, Daftar
Media Teknik Sipil Vol 13, No 2 (2015): 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 (16.093 KB) | DOI: 10.22219/jmts.v13i2.2554

Abstract

Daftar Isi Jurnal Media Teknik Sipil Vol.13 No.2, Agustus 2015Persamaan Empiris Waktu Getar Alami Struktur Pelat Datar Beton Bertulang Berdasarkan Hasil Analisis Vibrasi 3 Dimensi Agus Setiawan .....................................................................................................................................109 - 116Pemanfaatan Limbah Batu Marmer Sebagai Pengganti Agregat Kasar pada Campuran Aspal Beton Terhadap Karakteristik MarshallAndi Syaiful Amal1 & Chairil Saleh2 .................................................................................................117 - 126Analisis Perpindahan Non Linier Balok Berdasarkan Teori Elastika Anwar Dolu1 & Amrinsyah Nasution2 ...............................................................................................127 - 132Analisis Perencanaan Pondasi Dinamis Untuk Mendukung Mesin Turbin pada Pabrik Gula Cukir Jombang Ernawan Setyono1 & Abdiyah Amudi2 .............................................................................................133 - 140Tinjauan Permeabilitas dan Absorbsi Beton dengan Menggunakan Bahan Fly Ashsebagai CementitiousErwin Rommel1, Yusuf Wahyudi2, Rozy Dharmawan3.....................................................................141 - 145Kajian Kinerja dan Preferensi Pengguna Jasa Terminal Penumpang Kapal Laut di Pelabuhan Tanjung Perak SurabayaHeny Wijayanti1, M Zainul Arifin2, Achmad Wicaksono3 ..............................................................146 - 156Pasir Kandilo dan Kerikil Petangis Sebagai Material Local Tanah Grogot dalam Campuran BetonKarmila achmad ..................................................................................................................................157 - 160Karakteristik Hubungan Balok-Kolom pada Struktur Balok Tinggi dengan PengekanganNinik Catur Ey1 & Agus Subiyanto2 .................................................................................................161 - 166Pemakaian Abu Ampas Tebu dengan Variasi Suhu Sebagai Substitusi Parsial Semen dalam Campuran BetonRofikotul Karimah1 & Yusuf Wahyudi2 ............................................................................................167 - 173Kajian Potensi Hidrologi Embung Irigasi Wae Robang di Kabupaten Rote NdaoSiti Nurasiyah ....................................................................................................................................174 - 184Evaluasi dan Potensi Pengoperasian Bus Sekolah (Studi Kasus : Bus Halokes Kota Malang)Tony Prasetyo1, Ludfi Djakfar2, Sobri Abusini3 .............................................................................185 - 192
Cover Jurnal Media Teknik Sipil Vol.13 No.1, Februari 2015 ., Cover
Media Teknik Sipil Vol 13, No 1 (2015): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2407.426 KB) | DOI: 10.22219/jmts.v13i1.2535

Abstract

Cover Jurnal Media Teknik Sipil Vol.13 No.1, Februari 2015
PENGARUH PENAMBAHAN SERBUK BATA MERAH TERHADAP STABILITAS TANAH LEMPUNG SEBAGAI TANAH DASAR JALAN Sholeh, Moch.; Novianto, Dandung
Media Teknik Sipil Vol 10, No 2 (2012): 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 (360.814 KB) | DOI: 10.22219/jmts.v10i2.1791

Abstract

Moch. Sholeh1 & Dandung Novianto21 & 2Fakultas Teknik Jurusan Teknik Sipil Politeknik Negeri MalangABSTRACTClay consists of grains - grains are very small (<0002 mm) and shows the nature - the natureof plasticity and cohesion. Cohesion indicates the fact that part - the part that is attached to eachother, while the plasticity is a trait that allows the form of the material was changed - edit withoutchanging the content or without returning to its original form, and without any cracks or brokens.And clay with high plasticity index has strong support low when used as a basic foundation of thehighway, so the need for soil improvement.From the above problems then this study aims to engineer clay with red brick powder in fourcomparisons. The first native land. Both the original soil mixed with red brick powder 5%. The thirdnative soil mixed with red brick powder 7.5%. The four original soil mixed with red brick powder10%. Each of these sought specific gravity, liquid limit, plastic limit and plasticity index on theoriginal soil, mixing 5%, 7.5% and 10%. From the analysis of data obtained the following conclusion:the original soil, the value amounting to 60.9 Liquid limit, plastic limit values of 42.8 and plasticityindex value of 18.1. The most optimal additional percentage is 7.5%. And Plasticity Index value at7.5% is 20,31.Key words : Red brick powder, Soil Stability, Subgrade and the Road
KAJIAN RENCANA PENERAPAN RUANG HENTI KHUSUS SEPEDA MOTOR DI PERSIMPANGAN BERSINYAL (STUDI KASUS KOTA MALANG) Roesdyningtyas, Ayu; Wicaksono, Achmad; Anwar, Ruslin
Media Teknik Sipil Vol 14, No 2 (2016): 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 (693.807 KB) | DOI: 10.22219/jmts.v14i2.3702

Abstract

Pertumbuhan kendaraan bermotor dewasa ini kian bertambah hampir tak terkendali, khususnya sepeda motor. Oleh karena kondisi tersebut, tujuan kajian ini yaitu mengetahui karakteristik pengendara sepeda berdasarkan karakteristik sosial ekonomi dan karakteristik perjalanan, mengetahui hubungan persepsi pengendara sepeda motor terhadap penyediaan Ruang Henti Khusus, menyusun usulan untuk kebijakan penyediaan fasilitas Ruang Henti Khusus. Metode yang dipakai dalam kajian ini Logistic Regression, serta Metode Analytic Hierarchy Process (AHP). Karakteristik Pengendara sepeda motor di Kota Malang yaitu berjenis kelamin laki-laki (64%), usia 18-22 tahun (27%), pendidikan SMA/MA (57%), penghasilan < Rp 1.000.000 (33%), pekerjaan swasta (43%), kepemilikan sepeda milik sendiri (86%), dan jumlah sepeda motor 1 (57%), berasal dari rumah (79%), maksud perjalanan bekerja (51%), tujuan lokasi kerja (51%), jarak tempuh 5 km – 10 km (25%), rutinitas kegiatan 6 kali/minggu (45%), dan waktu tempuh 20 – 30 menit (35%). Bobot kriteia pemilihan lokasi penyediaan Ruang Henti Khusus di Kota Malang yaitu kriteria aspek keselamatan (35,188%), aspek waktu tempuh (15,592%), aspek kenyamanan (13,397%) , aspek sosial ekonomi (10,589%), aspek biaya pembangunan (9,840%), aspek teknis (9,078%), dan aspek konservasi lingkungan (6,316%).

Page 7 of 44 | Total Record : 433

 5   6   7   8   9 

Filter by Year

2011 2024


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