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Media Teknik Sipil

jmts
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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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STUDI PERENCANAAN NORMALISASI SUNGAI KALI SONO DI KOTA MADIUN Sribanun Laila Sa’adah Heremba
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.v10i1.1215

PT. Bank Papua Cab. Fakfak Kali river is located in Madiun with 27,56 km2 large DAS Kali Sono. When the rain come,itcaused flood there. It is needed to solve the problem in which the capability to handle the waterdebitis low. The concept of planning and reconstructing system is flood handling system witharranging dike construction in all the left and right bank of the river.Nakayasu method is one method can be used to know the water debit in each 5 years based onthe arranged rainfall rate. The maximum debit from this accumulation is (Qtr 5) = 87.623 m/det2, soit is needed to reconstructing the river floor.After analize the water profil by using Standart FaseMethod by devide the flow into 58patok. The flow wide is plannedto get the fix profil. Dimensionwith the bank 1:1 is planned to build a dike with urugan ground. After controll the rembesan andaccumulate the stability, it shows savety dake result. From the savety wall analization with theworking force dan controlled to the rolle, movement, and ground pushment that happened to thesavety wall can fulfill the savety point which is appropriate with the legal savety.Keywords: River dimension arranging, dike

©ALGORITMA GENETIK UNTUK MENINGKATKAN KINERJA MODEL TANGKI STANDAR PADA ANALISA TRANSFORMASI DATA HUJAN MENJADI DATA ALIRAN SUNGAI Sulianto .
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.v10i1.1216

Fundamental weakness of the tank model application is so much value parameters must firstbe defined simultaneously before the model was applied. This condition causes tank models areconsidered not efficient to solve practical problems. This research is an attempt to improve theperformance of Standard Tank Model that can be applied more effectively, especially for thetransformation of climate data into the stream data. The discussion focused on efforts to completethe system of equations in standard tank model using genetic algorithms for optimization parameters,so that the resulting equation system can determine the appropriate model parameters automaticallyat a watershed in the study. Standard tank model is a system composed tank 4 series and has 17parameters. Results of research on the Konto Watershed and the Lekso Watershed show thatStandard Tank Model-based Genetic Algorithm can present relationships very well climate data andstreams data. At the maximum generation value of 500 obtained root mean square error (RMSE) of0.241 m3/sec for the Konto Watershed and the Lekso Watershed of 0.30 m3/sec.Keywords: genetic algorithm, a standard tank model, optimization, parameters

PENGARUH MATERIAL DINDING SEMEN ECENG GONDOK TERHADAP PENYERAPAN SUARA (FUNGSI AKUSTIK) Winodianto Dodi Iffandani
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.v10i1.1217

‘Eceng Gondok’ was still considered as troubled weeds plant, since the growth was so fastand in 3-4 months able to cover more than 70% water surface.The research was done in Civil Engineering Laboratory University of Muhammadiyah Malangby prototype placement south area of University of Muhammadiyah Malang stadium. Compoundmaterial with ‘Eceng Gondok’ compound material : glue : cement was 1:1:2.5. Test was done in 3sound sources 80 dB, 85 dB, and 90 dB.Test which was done to wall prototype was bounce back sound, escape sound, and soundabsorption to eceng gondok wall by comparing to brick wall prototype with similar test. From testand calculation, there found average value for eceng gondok wall was not better in sound absorptionwith brick wall > eceng gondok wall in sound source 80 dB, 85 dB, and 90 dB found 31.63 > 28.96dB, 36.64 > 30.06 dB, 39.81> 29.95 dB. eceng gondok wall was better for escape sound with valuebrick wall < eceng gondok wall in sound source 80 dB, 85 dB, and 90 dB found 39.86 < 42.46 dB,39.68 < 46.34 dB, 41.46 < 51.63 dB. And eceng gondok wall could be similar in echo sound withsignificance 5% at the sound source 80 dB, 85 dB, and 90 dB.Keywords: cement wall, ‘Eceng Gondok’, sound absorption (acoustic)

PERBANDINGAN MORTAR BERPASIR PANTAI DAN SUNGAI Yusuf Wahyudi
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.v10i1.1218

The use of sand beach as building material is very rarely used because considering the possibledamage toward the other building materials that caused by salt content in it. This research is aimedto provide an overview comparison of mortar with sand beach and Brantas River, and also the useof cement type Ordinary Portland Cement (PC) and Portland Pozzoland Cement (PPC).The result of this research showed that the average weight of sand beach is 1.7739 ton/m3,the average of dry density: 2.55, the avarege of SSD density: 2.63, the average of appearancedensity: 2.83, the average of absorption: 2.16%. The value of sand silt in Sendang Biru beach is1.452%, while for Brantas River is 1.424%. The best compressive strength of mortar was showedby the mixing of 20% of pp Sendang Biru and 80% of ps Brantas River, that is 318,479 kg/cm2, orabout 28.5% bigger than mortar control (1pc cement: 3ps Brantas) that is 247,706 kg/cm2.Furthermore, the compressive strength of pc mortar cement substituted by sand beach is decreaseto 68%, 25%, and 22%, while for the mixing of pp Sendang Biru compared with ps Brantas60%:40%, 80%:20%, and 100%:0%. The average compressive strength of pc cement mortar ishigher than the average compressive strength of ppc cement mortar in 28 days. The compressivestrength of mortar 1pc: 3 sand in the mix of 100% ps Brantas pc cement is 373.2 kg/cm2. Furthermore,the compressive strength of mortar subtitued with sand beach 20%, 40%, 60%, 80%, and 100%each is decreased to be 97.4%, 74.5%, 58.2%, 31.5%, and 22.8% from value control.Keyword: characteristic, compressive strength, mortar, sand beach, Portland cement, pozzolancement.

Cover Jurnal Media Teknik Sipil Vol. 10, No.2. Agustus 2012 Cover Jurnal Media Teknik Sipil
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 | DOI: 10.22219/jmts.v10i2.1745

Cover Jurnal Media Teknik Sipil Vol. 10, No.2. Agustus 2012

Pedoman & Redaksi Jurnal Media Teknik Sipil, Volume 10, Nomor 2, Agustus 2012 Pedoman & Redaksi
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 | DOI: 10.22219/jmts.v10i2.1746

Pedoman & Redaksi Jurnal Media Teknik Sipil, Volume 10, Nomor 2, Agustus 2012

Daftar Isi Jurnal Media Teknik Sipil Vol.10 No.2 Agustus 2012 Daftar Isi
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 | DOI: 10.22219/jmts.v10i2.1747

Korelasi Antara Variasi Pemadatan Terhadap Nilai Stabilitas Marshall Pada Lasbutag Campuran PanasAlik Ansyori Alamsyah...............................................80-86Studi Perencanaan Instalasi Pengolahan Limbah Lindi Sebagai Kontrol Pemenuhan Baku Mutu Sesuai KEPMEN 03/91 (Studi Kasus Pada TPA Supit Urang Malang)Chairil Saleh……………………………………………………................87 - 94Pengaruh Perubahan Tegangan Prakonsolidasi Efektif (ò’c) Pada Penambahan Kapur Terhadap Tanah LempungDandung Novianto1 & Supiyono2………………………………95 - 101Analisis Sistem Pengendalian Biaya (Cost Control Framework) pada Proyek Pelebaran Jalan Sp.3 LempakeSamarinda - Sp.3 Sambera Kalimantan TimurEdward Prana1, M.Ruslin Anwar2 & Yulvi Zaika3…10 - 113Analisa Tingkat Bahaya Erosi pada Sub Das Lesti Kabupaten Malang Menggunakan Sistem InformasiGeografisErnawan Setyono1 & Bangkit Prasetyo2……………...114 - 127Pemakaian Fly-Ash sebagai Cementitious pada Beton Mutu Tinggi Dengan Steam Curing (The Use Of Fly-Ash As Cementitious On High-Strength Concrete With Steam Curing)Erwin Rommel1 & Yunan Rusdianto2……………….….…128 - 136Pengaruh Kompetensi Mandor terhadap Kualitas Pelaksanaan Kontruksi Gedung di Malang RayaHariyono Seputro Youngky Pratama1, Sri Murni Dewi2 & Ruslin Anwar3………………........................................…137 - 145Pengaruh Pengekangan GFRP terhadap Kekuatan dan Daktilitas Kolom Beton Bertulang Persegi Akibat Beban SiklikKarmila Achmad1, Agoes SMD2 & Tavio3 …………146 - 155Pengaruh Kompetensi Manajer Proyek terhadap Keberhasilan Proyek pada Perusahaan Kontraktor di Kabupaten MalangKhusnul Prianto1, Sri Murni Dewi2 & Alwafi Pujiraharjo3……………………………............................….…156 - 168Pengaruh Penambahan Serbuk Bata Merah Terhadap Stabilitas Tanah Lempung Sebagai Tanah DasarJalanMoch. Sholeh1 & Dandung Novianto2 ……….........169 - 173Optimalisasi Jumlah Produksi Tipe Rumah pada Proyek Pengembang Perumahan dengan MenggunakanMetode Simplek (Studi Kasus : PT. Araya Bumi Megah Malang)Rini Febri Utari1 & Andi SA2………………………………….174 - 182Faktor-Faktor Penentu Peningkatan Kinerja Pejabat Pembuat Komitmen (PPK) pada Satker APBN danSKPD Provinsi Kalimantan Timur.]Rizali Rahmawanto1, A. Wicaksono2 & Sugeng P. Budio3…………………………....................................……….183 - 191Perilaku Lekatan Tulangan Polos dan Tulangan Ulir Pada Struktur Beton Serat KayuRofikatul Karimah................................................192 - 197

KORELASI ANTARA VARIASI PEMADATAN TERHADAP NILAI STABILITAS MARSHALL PADA LASBUTAG CAMPURAN PANAS Alik Ansyori Alamsyah
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 | DOI: 10.22219/jmts.v10i2.1781

Alik Ansyori AlamsyahJurusan Teknik Sipil – Fakultas TeknikUniversitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas, No.246 MalangEmail: alik.syah@yahoo.comABSTRACTAsbuton is one type of natural asphalt from Buton island. How to use existing asbuton diverseas Lasbutag (Buton Asphalt Layers Beragregat) cold mix or ACAS (Aggregate Cold Abuton Sheet),or hot mix Asbuton Ahaz (Aggregate Asbuton Hot Sheet), a hot mixture of non-aggregate AsbutonNahas (Non Aggregate Asbuton Hot Sheet ) and non-aggregate mixture to cool Asbuton NACAS(Non aggregate cold Asbuton Sheet).LASBUTAG marshall stability value in the hot mixture showed no variation of the initial valuebefore the collision modifier of 244.772 kg at 3.6%: 50%, while the modifier 3.6%: 216.733 75% invalue, where the stability is eligible for the low traffic . To be used for medium and heavy traffic, thecollision is carried out at 49.5 and 224.6. In the hot mixture LASBUTAG modifier composition3.6%: 75%, the collision is carried out for 105 and traffic is heavy at 395. VIM on both compositionsare still relatively large and showed a decrease with increasing stability in LASBUTAG hot mixture.VMA qualified on both the composition of the modifier, above 16%. Flow on LASBUTAG hotmixture showed a trend to decline with the collision. From the test results and analysis show thatthe compaction of different variations affect the stability of the marshal.Keywords: Lasbutag, Variations Compaction, Mixed Heat

STUDI PERENCANAAN INSTALASI PENGOLAHAN LIMBAH LINDI SEBAGAI KONTROL PEMENUHAN BAKU MUTU SESUAI KEPMEN 03/91 (STUDI KASUS PADA TPA SUPIT URANG MALANG) Chairil Saleh
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 | DOI: 10.22219/jmts.v10i2.1782

Chairil SalehFakultas Teknik Jurusan Teknik Sipil Universitas Muhammadiyah MalangAlamat Korespondensi : Jl. Raya Tlogomas, No.246 MalangEmail: chairil@umm.ac.idABSTRACTThe processing of lye waste instalation is a processing lye waste leachate discharged intowater bodies do not pollute the environment .Harm caused leachatecan kill the organisms – organismsif the leachate is discharged directly into water bodies without prior treatment.Need for storage pondsfor leachate treatment plant, and therefore the capacity to design pondsneed to know how the leachate discharges.Required to discharge leachate storage ponds designedto meet the volume of pond water leachate.From the analysis of the leachate discharge obtained by9.43 m3/day. And the production of leachate was 0.8 m3 / day. Levels of waste treatment unit COD= 8960mg / l and BOD5 = 3968.293 mg / l, after going through the waste treatment plant to be COD= 298.67 mg / l and BOD5 = 88.18 mg / l. From the processing of these three levels in an alreadymeets the standard group III cross section pond 03/91.Keywords : Water leachate , storage ponds , COD and BOD5.

PENGARUH PERUBAHAN TEGANGAN PRAKONSOLIDASI EFEKTIF (Ó’ C) PADA PENAMBAHAN KAPUR TERHADAP TANAH LEMPUNG Dandung Novianto; Supiyono .
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 | DOI: 10.22219/jmts.v10i2.1784

Dandung Novianto1 & Supiyono2ABSTRACTLand in the northern Karangploso a lot of clay and road conditions are not yet paved area slopes Arjuno especially so with much rain like this to go down to the sub-wheel motorcycle must be given chain. With the state’s basic research is done, by mixing soil with lime. Research made by mixing soil and chalk in the four comparisons. The first native land. Both the original soil mixed with chalk 5%. The third native soil mixed with chalk 7.5%. The four original soil mixed with chalk 10%. Each of these sought specific gravity, liquid limit, plastic limit and plasticity index on the original soil, mixing 5%, 7.5% and 10%. From the test results, can be summed up as follows: The preconsolidation pressure original land is 0.66. Mixing soil with chalk, the most optimal to raise the preconsolidation pressure is mixing 10%. The pressure value Preconsolidation the mixing of 10% is 2.5.Key Words : Chalk, Clay and Preconsolidation Pressure.

Page 25 of 44 | Total Record : 433

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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