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INDONESIA
Jurnal Media Teknik Sipil
Published by Universitas Muhammadiyah Malang
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
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Articles 400 Documents
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Analisis Nilai Indeks Suhu dan Kelembaban Ruang Terbuka Taman Rekreasi Sengkaling Lintang Satiti Mahabella; Ode Rapija Gunarimba Waibo
Media Teknik Sipil Vol. 18 No. 2 (2020): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Kota Malang dikenal sebagai kota wisata dengan hawa yang sejuk, dengan adanya pembangunan taman rekreasi sejak masa kependudukan Belanda, yaitu Taman Rekreasi Sengkaling. Berdasarkan pengalaman pengunjung, taman rekreasi Sengkaling dirasakan sebagai area wisata terbuka yang cukup rindang, namun dengan beberapa catatan mengenai perawatan beberapa area yang kurang, sehingga pengunjung merasa kurang nyaman, baik dalam aspek keindahan yang terkait dengan kenyamanan termalnya. Pengukuran tingkat kenyamanan ruang terbuka dapat dilakukan dengan memperhitungkan nilai temperatur dan kelembaban. Nilai temperatur dan kelembaban digunakan untuk menghitung nilai temperature humidity index (THI). Penelitian dilakukan dengan menggunakan metode deskriptif kuantitatif, berdasarkan hasil pengukuran di lapangan. Analisis menggunakan THI menunjukkan rata-rata, kenaikan dan penurunan nilai, dan menunjukkan kriteria tingkat kenyamanan termal (nyaman, cukup nyaman, dan tidak nyaman). Hasil analisis menunjukkan nilai kenyamanan termal ruang luar pada Taman Rekreasi Sengkaling berada pada indeks cukup nyaman, dengan nilai 25,41. Kategori ‘cukup nyaman’ berarti 50% pengguna ruang terbuka yang merasa nyaman. Dibandingkan dengan nilai THI rata - rata Kabupaten Malang, dengan nilai 24,1, nilai THI ruang terbuka Taman Rekreasi Sengkaling berada di atas nilai THI Kabupaten Malang. Area dengan kategori tidak nyaman pada ruang terbuka Taman Rekreasi Sengkaling berada pada Kolam Zona Primitif.
DAFTAR ISI JURNAL MEDIA TEKNIK SIPIL VOL. 10 NO.1 HAL. 01-79 FEBRUARI 2012 ISI, DAFTAR
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 (13.744 KB) | DOI: 10.22219/jmts.v10i1.1205

Abstract

Pengaruh Penggunaan Fly Ash Pada Beton Mutu Normal Dan Mutu Tinggi Ditinjau Dari Kuat TekanDan AbsorbsiBorris Berqa Leovie Haf .................................................................................................................1 - 9Perencanaan Perlindungan Dan Perbaikan Pantai Desa Banyusangka Kecamatan Tanjungbumi KabupatenBangkalan MaduraHari Eko Meiyanto ........................................................................................................................10 - 13Kajian Biaya Operasional Kendaraan Angkutan Penumpang Umum Kota MalangKhoirul Abadi ................................................................................................................................14 - 19Pengaruh Penambahan Serbuk Bata Merah Terhadap Stabilitas Tanah Lempung Sebagai Tanah DasarJalanMoch. Sholeh 1,Dandung Novianto 2 ,Gerard Aponno 3 ..........................................................20 - 26Penetapan Model Bangkitan Pergerakan Untuk Beberapa Tipe Perumahan Di Kota PematangsiantarMuhammad Efrizal Lubis1,Novdin M Sianturi 2 ......................................................................27 - 34Studi Kebutuhan Bukaan Pada Bangunan Perumahan Type Menengah Dengan Pendekatan PencahayaanOde Rapija GW ............................................................................................................................35 - 40Batako Lumpur Lapindo Sebagai Alternatif Material Pasangan DindingRofikatul Karimah ........................................................................................................................ 41 - 48Studi Perencanaan Normalisasi Sungai Kali Sono Di Kota MadiunSribanun Laila Sa?adah Heremba ................................................................................................49 - 53©Algoritma Genetik Untuk Meningkatkan Kinerja Model Tangki Standar Pada Analisa TransformasiData Hujan Menjadi Data Aliran SungaiSulianto .........................................................................................................................................54 - 62Pengaruh Material Dinding Semen Eceng Gondok Terhadap Penyerapan Suara (Fungsi Akustik)Winodianto Dodi Iffandani ..........................................................................................................63 - 69Perbandingan Mortar Berpasir Pantai Dan SungaiYusuf Wahyudi ..............................................................................................................................70 - 79
DAFTAR ISI Jurnal Media Teknik Sipil Vol. 10 No.1 Hal. 01-79 Februari 2012 DAFTAR ISI
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 | DOI: 10.22219/jmts.v10i1.1205

Abstract

Pengaruh Penggunaan Fly Ash Pada Beton Mutu Normal Dan Mutu Tinggi Ditinjau Dari Kuat TekanDan AbsorbsiBorris Berqa Leovie Haf .................................................................................................................1 - 9Perencanaan Perlindungan Dan Perbaikan Pantai Desa Banyusangka Kecamatan Tanjungbumi KabupatenBangkalan MaduraHari Eko Meiyanto ........................................................................................................................10 - 13Kajian Biaya Operasional Kendaraan Angkutan Penumpang Umum Kota MalangKhoirul Abadi ................................................................................................................................14 - 19Pengaruh Penambahan Serbuk Bata Merah Terhadap Stabilitas Tanah Lempung Sebagai Tanah DasarJalanMoch. Sholeh 1,Dandung Novianto 2 ,Gerard Aponno 3 ..........................................................20 - 26Penetapan Model Bangkitan Pergerakan Untuk Beberapa Tipe Perumahan Di Kota PematangsiantarMuhammad Efrizal Lubis1,Novdin M Sianturi 2 ......................................................................27 - 34Studi Kebutuhan Bukaan Pada Bangunan Perumahan Type Menengah Dengan Pendekatan PencahayaanOde Rapija GW ............................................................................................................................35 - 40Batako Lumpur Lapindo Sebagai Alternatif Material Pasangan DindingRofikatul Karimah ........................................................................................................................ 41 - 48Studi Perencanaan Normalisasi Sungai Kali Sono Di Kota MadiunSribanun Laila Sa’adah Heremba ................................................................................................49 - 53©Algoritma Genetik Untuk Meningkatkan Kinerja Model Tangki Standar Pada Analisa TransformasiData Hujan Menjadi Data Aliran SungaiSulianto .........................................................................................................................................54 - 62Pengaruh Material Dinding Semen Eceng Gondok Terhadap Penyerapan Suara (Fungsi Akustik)Winodianto Dodi Iffandani ..........................................................................................................63 - 69Perbandingan Mortar Berpasir Pantai Dan SungaiYusuf Wahyudi ..............................................................................................................................70 - 79
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
PENGARUH PENGGUNAAN FLY ASH PADA BETON MUTU NORMAL DAN MUTU TINGGI DITINJAU DARI KUAT TEKAN DAN ABSORBSI Borris Berqa Leovie Haf
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 | 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
PERENCANAAN PERLINDUNGAN DAN PERBAIKAN PANTAI DESA BANYUSANGKA KECAMATAN TANJUNGBUMI KABUPATEN BANGKALAN MADURA Meiyanto, Hari Eko
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 (52.196 KB) | DOI: 10.22219/jmts.v10i1.1207

Abstract

A protection and an improvement of shore is essentially if the shorelines setback cause of thesurf hiting and moreever at the beach areas there are settlements or an important buildings. Theplans of the shore protection building is consist of several parameters, including: wind, fetch andwave. The shore protection buildings be able to protect the coast from the blow of the waves andit’s should also be able to withstand the loads around the building. As for the planned the materialprotective buildings are use stone, which is called revetment. The dimensions of the planned revetmentare : a top elevation + 4.00 m, width 1.5 m with two layers of protection and toe protection. Twoprotective layers are the primar layers and secondar layers, the primer thick layers is 1.0 meters andthe secondar thick layers is 0.5 meters, the primar protective stone weight is 0.18 tonnes and 0.018tonnes for secondar.Keyword : The shore protection buildings
PERENCANAAN PERLINDUNGAN DAN PERBAIKAN PANTAI DESA BANYUSANGKA KECAMATAN TANJUNGBUMI KABUPATEN BANGKALAN MADURA Hari Eko Meiyanto
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 | DOI: 10.22219/jmts.v10i1.1207

Abstract

A protection and an improvement of shore is essentially if the shorelines setback cause of thesurf hiting and moreever at the beach areas there are settlements or an important buildings. Theplans of the shore protection building is consist of several parameters, including: wind, fetch andwave. The shore protection buildings be able to protect the coast from the blow of the waves andit’s should also be able to withstand the loads around the building. As for the planned the materialprotective buildings are use stone, which is called revetment. The dimensions of the planned revetmentare : a top elevation + 4.00 m, width 1.5 m with two layers of protection and toe protection. Twoprotective layers are the primar layers and secondar layers, the primer thick layers is 1.0 meters andthe secondar thick layers is 0.5 meters, the primar protective stone weight is 0.18 tonnes and 0.018tonnes for secondar.Keyword : The shore protection buildings
KAJIAN BIAYA OPERASIONAL KENDARAAN ANGKUTAN PENUMPANG UMUM KOTA MALANG Abadi, Khoirul
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 | DOI: 10.22219/jmts.v10i1.1208

Abstract

Almost of Malang public passenger transport vehicles (APU) that operates has reached 17years or more. APU renewal vehicles opinion offered by the Government has always rejected by theoperator. Though Performance of a city depends on the quality of transportation system performance,including the performance of public passengers transportation. This study aimed to produce aconstructive information to support the APU vehicles renewal in public passenger transport operationMalang better. This study has an empirical method, refers to the decision of Director General ofLand Transportation No.687/AJ.206/DRJD/2002 and the Minister of Transportation Decree No.89/2002. The results of the study showed that the average of the vehicle operating costs (renewalvehicles) is Rp. 121,906,736, -/year or Rp. 1.671, -/km. Based on the average of the number ofpassengers (actual), it is shown that the difference of the average between acceptance of the tariffand the vehicle operating cost is Rp. 143,121.79 per-vehicle per-day.Keyword: public passenger transport, vehicle operating cost
KAJIAN BIAYA OPERASIONAL KENDARAAN ANGKUTAN PENUMPANG UMUM KOTA MALANG Khoirul Abadi
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 | DOI: 10.22219/jmts.v10i1.1208

Abstract

Almost of Malang public passenger transport vehicles (APU) that operates has reached 17years or more. APU renewal vehicles opinion offered by the Government has always rejected by theoperator. Though Performance of a city depends on the quality of transportation system performance,including the performance of public passengers transportation. This study aimed to produce aconstructive information to support the APU vehicles renewal in public passenger transport operationMalang better. This study has an empirical method, refers to the decision of Director General ofLand Transportation No.687/AJ.206/DRJD/2002 and the Minister of Transportation Decree No.89/2002. The results of the study showed that the average of the vehicle operating costs (renewalvehicles) is Rp. 121,906,736, -/year or Rp. 1.671, -/km. Based on the average of the number ofpassengers (actual), it is shown that the difference of the average between acceptance of the tariffand the vehicle operating cost is Rp. 143,121.79 per-vehicle per-day.Keyword: public passenger transport, vehicle operating cost
PENGARUH PENAMBAHAN SERBUK BATA MERAH TERHADAP STABILITAS TANAH LEMPUNG SEBAGAI TANAH DASAR JALAN Sholeh, Moch.; Novianto, Dandung; Aponno, Gerard
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 | DOI: 10.22219/jmts.v10i1.1209

Abstract

Dosen Teknik Sipil Politeknik Negeri Malang Clay 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%. Thethird native soil mixed with red brick powder 7.5%. The four original soil mixed with red brickpowder 10%. Each of these sought specific gravity, liquid limit, plastic limit and plasticity index onthe original soil, mixing 5%, 7.5% and 10%. From the analysis of data obtained the followingconclusion: the original soil, the value amounting to 60.9 Liquid limit, plastic limit values of 42.8and plasticity index value of 18.1. The most optimal additional percentage is 7.5%. And PlasticityIndex value at 7.5% is 20,31.Key words : Red brick powder, Soil Stability, Subgrade and the Road.

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