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ISSN : 08541809 EISSN : 25496778 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Media Komunikasi Teknik Sipil (ISSN 0854-1809) published twice in a year, in July and December. The article can be product of researches, scientific thoughts or case study, in civil engineering and isnâ€™t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media.

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Articles 472 Documents

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Analisa Balik Kelongsoran (Studi Kasus di Jember) Arif, Musta'in; Widodo, Amien
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 2, JUNI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Peneliti akan melakukan analisa kelongsoran (deformasi yang terjadi) dalam model 3D, dengan Program Plaxis 3D Foundation Version 1.5., dengan meninjau kondisi pelapukan tanahnnya yang terbaca dari data hasil bor dalam berupa data properties tanah dan variasi naiknya tinggi muka air tanah. Hal ini untuk melihat apakah perilaku deformasi sesuai dengan kondisi yang ada di lapangan, sehingga penelitian ini mengambil judul analisa balik kelongsoran. Bidang longsor dari hasil analisa dengan Plaxis menunjukkan saat tidak hujan (muka air tanah) jauh dari permukaan bidang tanah angka keamanan (Safety factor) nya lebih dari satu yaitu SF = 1.063, tetapi harga ini mengindikasikan bahwa kondisi tanah yang ada sudah kritis, dengan memperhatikan SF nya yang mendekati nilai 1, ketika muka air tanah naik dengan anggapan terjadi hujan yang mengakibatkan kondisi tanah menjadi semakin jenuh safety factor nya berkurang, SF = 0.873 yang mengakibatkan terjadi longsor. Terlihat juga bahwa tanah yang cenderung longsor adalah tanah pada Lapisan 1 (dengan bidang longsor antara lapisan 1 dan lapisan 2) yaitu lapisan tanah yang mengalami pelapukan (tanah residual), sedang lapisan 2 maupun lapisan 3 tidak terdeformasi. Kesimpulan yang dapat diambil dari penelitian ini adalah: Model deformasi yang di dapatkan dari hasil Plaxis, mempunyai kecenderungan yang sama dengan kondisi deformasi yang terjadi di lapangan sedangkan letak bidang longsor dengan Plaxis, menunjukkan bidang longsor yang menyerupai kondisi di lapangan. Kondisi semua lapisan tanah yang jenuh oleh air tanah pada lokasi, terancam longsor. Faktor utama penyebab ketidakstabilan lereng sangat mungkin dipengaruhi oleh naiknya muka air tanah (drainase tidak ada) yang dapat menurunkan stabilitas lereng. kunci: longsor, plaxis, tinggi muka air tanah, deformasi, bidang longsor Â ABSTRACT Researcher will do analysis of its slide (deformation that happened) in model 3D, with Program of Plaxis 3D Foundation Version 1.5., with evaluating condition of decay of soil read from data result of drilling in the form of data of properties of land soil and variation of go up high of ground water table. This matter to see whether what behavior of deformation as according to condition of exist in field, so that this research take title back analyze to landslide. Area slide from result analyze by Plaxis show moment do not the rain (ground water table) far from surface of area of land Safety Factor its more than one that is SF = 1.063, but this price is indication that condition of existing land have critical, paid attention toly is its SF coming near value 1, when face of ground water go up with ascription happened by the rain resulting condition of land become saturated progressively safety factor improvement of event slide effect of is act of human being decrease, SF = 0.873 resulting happened to slide. Seen also that land which tend to sliding is land of at Layer 1 (with area slide between layer 1 and the layer 2) that is geology experiencing of decay (residual soil), layer of medium 2 and also layer 3 do not the deformation. Conclusion which can be taken away from this research is: model of Deformation which is in getting from result Plaxis, having same tendency with condition of deformation that happened in field of while situation of area slide by Plaxis, showing area slide looking like condition in field. Condition of all saturated geology by ground water at location, threatened slide. primary factor of Cause of instability of bevel very is possible influenced by going up nya of ground water table (drainage of there no) which can degrade bevel stability. Keywords: slide, plaxis, high of ground water table, deformation, area slidePermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3689[How to cite: Arif, M. dan Widodo, A. (2008), Analisa Balik Kelongsoran (Studi Kasus di Jember), Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 2, pp. 130-147]

Analisis Risiko pada Proyek Pembangunan Parkir Basement Jalan Sulawesi Denpasar Muka, I Wayan
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 2 (2013)
Publisher : Department of Civil Engineering, Diponegoro University

Construction of Basement Parking Sulawesi Road Denpasar is a government attempt to tackle congestion and parking problems in the city of Denpasar. This activity is highly correlated with the location of Badung Market. This study aims to identify risks arising, assess the level of acceptance of risk analysis, risk mitigation and ownership of dominant risk. The results showed 25 risks identified. Of the risks identified are 24 risk dominant with 5 risk category is unacceptable occurrence of accidents in the project, the landslide during basement excavation, the lack of security fence project that can cause accidents especially hazard fell during basement excavation, the damage caused by natural disasters and the workers were not using safety equipment. Additionally identified 19 risk category is undesirable, one acceptable risk category. Dominant risk is unacceptable risks do 11 mitigation measures such as building damage due to natural disasters (force majeure), which is also a risk with follow-up by reducing the risk that anticipated early preparing for disasters and transfer risk to another party by insuring the work to others. Ownership is the most dominant risk of the contractor. The parties should consider the risks unacceptable category and also should pay attention to the risks classified as undesirable.

Nilai Slump Ideal untuk Perencanaan Campuran Beton Mutu 50 MPa Iskandar, Iskandar; Tjitradji, Darmansyah; Eliatun, Eliatun
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 2, Edisi XXXII, JUNI 2005
Publisher : Department of Civil Engineering, Diponegoro University

Recently, the need of the high strength concrete is increased, because of the rapid technology development in the concrete technology area. In the performing of the high strength concrete is rather difficult on the mixing, pouring, and vibrating, because, the raw concrete mix is very viscous. The aim of this research is to find out the ideal slump value of the high strength concrete mix which is used the local aggregate with superplasticizer and silica fume, therefore it can be performed the good workability of the fresh concrete and design strength of the concrete (fâ€™c = 50 MPa) could be reached. The experiment was conducted by compressive strength testing on one hundred twenty cylinder specimens with the slump value of 0-10 mm, 10-30 mm, 30-60 mm and 60-180 mm. As the result of the test is obtained the idealized design slump value is 30â€“60 mm. Keywords: high strength concrete, local aggregate, slumpPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3903[How to cite: Iskandar, Tjitradi, D. dan Eliatun, 2005, Nilai Slump Ideal untuk Perencanaan Campuran Beton Mutu 50 MPa, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 2, pp. 1-10]

Unjuk Kerja Waduk Jatigede Cholifatul Afifah, Risdiana; Samto Atmodjo, Pranoto; Sangkawati, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 21, Nomor 2 (2015)
Publisher : Department of Civil Engineering, Diponegoro University

Jatigede Reservoir located in Sumedang, West Java. As the second largest reservoir in Indonesia, the main purpose of the reservoir construction is to irrigate the 90.000 Ha of irrigation area, the source of 3,5 m3/s of raw and drinking water, as well as the source of water for hydropower plan Jatigede requiring water supply as much as 61,84 m3/s. One of the efforts that can be taken to optimize reservoir of water resources, particularly for irrigation water needs, is to do a simulation model of the Jatigede Reservoir operation. This study is discusses the analysis of the performance of the operating pattern Jatigede were analyzed based on the stochastic model of Cimanuk river flow and rain data of Cimanuk Water District. Data needs to be tested first to qualify for a normal statistical distribution using AProb software version 4.1. Stochastic models were analyzed with software SAMS 2007 from Colorado State University. Surgery simulation analysis to determine the performance of the reservoir using software Ribasim. To test the performance of reservoir used the criteria of reliability, resilience, and vulnerability. From the analysis of performance can be concluded that the reliability of the reservoir in an effort to meet the needs of raw water, irrigation, and hydropower at existing condition is of 98.3%, the resilience of the reservoir by 50%, and the vulnerability of dams throughout the simulation period amounted to 6824.70 m3/s , While in the next 50 years the condition of the dam by 92.7% reliability, resilience reservoir by 34%, and the vulnerability of dams throughout the simulation period amounted 20.540,51m3/s. It can be concluded that the performance of Jatigede reservoir decreased after the analysis of reservoir operation plan for the next 50 years.

Analitycal Study of the Radially Stress Due to Initial Tensile Force in Manufacturing of CFRP Djamaluddin, Rudy
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Material komposit berserat menerus yang dikenal dengan nama Fiber Reinforced Plastics (FRP) telah dianggap menjadi materil alternatif baru dibidang konstruksi yang dapat digunakan antara lain sebagai tulangan pada konstruksi beton bertulang. Berbagai serat sebagai bahan dasarnya telah dikembangkan seperti serat karbon, serat gelass dan serat aramid. Diantara sekian jenis FRP, salah satu yang memiliki sifat-sifat mekanis yang baik adalah FRP dengan bahan dasar serat karbon yang dikenal dengna nama Carbon Fiber Reinforced Plastics (CFRP). Saat ini ada berbagai jenis CFRP yang telah di produksi. Berdasarkan serangkaian pengujian, kegagalan suatu material CFRP dimulai dari terjadinya kegagalan geser (slip) antara serat dengan bahan plastiknya (bahan polimer) sehingga menimbulkan retakan-retakan mikro yang pada akhirnya menyebabkan konsentrasi tegangan. Untuk meningkatkan kapasitas geser (rekatan), maka telah dikembangkan CFRP yang dalam proses produksinya terlebih dahulu diberi tegangan awal (initial force). Hasil analisa menunjukkan bahwa dengan mentrasfer tegangan awal yang diberikan menyebabkan timbulnya tegangan radial disepanjang batang CFRP yang dapat meningkatkan kapasitas rekatan geser antara serat-serat dengan bahan plastic (resin matriks).Keywords: CFRP, radial stress, reinforcement, stress, concrete structurePermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3936[How to cite: Djamaluddin, R. 2006, Analitycal Study of the Radially Stress Due to Initial Tensile Force in Manufacturing of CFRP, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 1, pp. 73-77]Â

Pembangkitan Data Debit dan Skenario Pola Tanam Daerah Irigasi Embung Suruhan Pratiwi, Bertha Silvia; Sachro, Sri Sangkawati; Suharyanto, Suharyanto
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 1 (2017)
Publisher : Department of Civil Engineering, Diponegoro University

The availability of historical data used in hydrological analysis is often incomplete and very short, so the information obtained from the data is also very little. If continue to use incomplete historical data or a little period of time, the analysis results will not match the circumstances in the field. Hydrology analysis in planning of Embung Suruhan uses rainfall data from Jiken Station, Blora Station and Bogorejo Station from 1986-2006 and climatology data of Tempuran Reservoir Station 1986-2005 with 4.6 million m3. The next study, capacity 6.69 million m3 with rainfall data from five stations, namely: Blora station, Jiken, Gayam, Greneng, and Tempuran from 1997-2012 and climatological data of Tempuran Reservoir and Kedung Ombo Reservoir. This research is to get the requirement of optimal irrigation with forecasting of discharge data and simulation of initial variation of planting and some scenario type of planting pattern from Embung Suruhan. Discharge was analyzed by Mock method and then raised up to 25 years with Thomas Fiering model and to get the water availability used Basic Year. The discharge data has characteristics that are close to historical data and in 2018 as the basic year used for water availability.

Kajian Perkumpulan Petani Pemakai Air (P3A) Pasca Reformasi di Provinsi Jawa Tengah Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 1, PEBRUARI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Irrigation Area in Central Java Provincy is managed by two element. They are government and P3A (Perkumpulan Petani Pemakai Air ) Dharma Tirta. Government has responsibility to manage the primary and secondery Irrigation net, and P3A has responsibility to manage the tertiary Irrigation net. To know the ability of P3A to manage the teriary Irrigation net, government has a method, it has standart grade for P3A in Central Java. Every years, the government of Central Java evaluate the progress of each grade of P3A. with the grade, Government classify P3A into 3 group, they are undeveloped, now being developed, andÂ Â developing P3A. Most of P3A in Central Java in the end of 2000 are developing, the second big number are now being developed and the third one are undeveloped.Keywords: P3A, Ability, ClassifyPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/2178[How to cite: Supadi (2008), Kajian Perkumpulan Petani Pemakai Air (P3A) Pasca Reformasi di Provinsi Jawa Tengah, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, No. 1, pp. 99-104]

Analisa Pelayanan Bongkar Muat Petikemas yang Optimal pada Terminal Petikemas Supriyono, Supriyono
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 3, OKTOBER 2009
Publisher : Department of Civil Engineering, Diponegoro University

The increasing of the flow of container volume in Terminal Petikemas at Surabaya Tanjung Perak Port in line with increasing of world seaborne trade, 80% of trading use of sea transportation. In 2007, the seaborne trade trade up to 8.02 billion tons or increase 4.8% per year. This condition in line with the world gross domestic product, GDP 3.8% cause of the global economic recovery in the same countries. Volume of container serve by TPS up to 1,021,489 TEUs or 846,000 boxes in 2008 and increase 2.71% in 2009 (870,000 boxes), or average 2050 boxes per day. With this matter, the TPS can be very busy container with terminal performance (BOR) is 53.77% (exixting condition 2009). Then to facing in a certain direction the increasing of flow containers volume, TPS effort to optimal loading and unloading container serving. The optimal serving can be rich with queue theory approach to analysis loading and unloading container. The optimal value for one unit container vessel in the quay with unit service are 3 CC units and 4 RTG units each in import and export container yard. Keywords : optimal, Loading and unloading container serve Â Abstrak Â Peningkatan jumlah petikemas yang keluar masuk terminal petikemas di Pelabuhan Tanjung Perak Surabaya sejalan dengan meningkatnya perdagangan lewat laut dimana 80% perdagangan dunia di transfer lewat laut (seaborne trade). Pada tahun 2007, perdagangan dunia lewat laut mencapai 8,02 milyar ton, atau meningkat 4,8% per tahun. Perkembangan ini sejalan dengan meningkatnya produk domestic gross dunia (the world gross domestic product, GDP) yaitu 3,8 % seirama dengan pertumbuhan ekonomi di Negara-negara berkembang dan berlanjutnya pemulihan ekonomi global. Jumlah petikemas yang dilayani untuk bongkar muat di Terminal Petikemas Surabaya pertahunnya mencapai 1,021,489 TEUs atau 846,000 boxes Petikemas ditahun 2008 dan naik 2,71% ditahun 2009 (870,000 boxes), atau tiap harinya jumlah petikems yang harus dilayani untuk bongkar muat rata-rata 2050 petikemas, hal ini menjadikan TPS Terminal yang sangat sibuk ditandai dengan BOR 53,775. Untuk menghadapi arus petikemas yang kian meningkat, maka TPS berupaya untuk mengoptimalkan pelayanan yang mereka berikan kepada para pelanggan, dengan metode antrian dapat diketahui jumlah unit layanan yang optimal terutama untuk kegiatan bongkar muat petikemas. Nilai pelayanan yang optimal dapat dicapai dengan jumlah unit layanan untuk kedatangan satu unit kapal adalah 3 CC, 21 HT dan 4 RTG di lapangan penumpukan impor dan 4 RTG dilapangan penumpukan ekspor Kata kunci: Optimum, Pelayanan bongkar-muat petikemas

Evaluasi Tingkat Akurasi Digital Elevation Model (DEM) SRTM dan ASTER GDEM dalam Pemodelan Daerah Aliran Sungai (DAS) Ciliwung Sutisna, Ade Suhendar; Putro, Haryono
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 24, Nomor 2, (2018)
Publisher : Department of Civil Engineering, Diponegoro University

Availability of Digital Elevation Model (DEM) dataset and Geographic Information System (GIS), makes the watershed properties can be extracted automatically. There are two DEM providers which are freely accessible for research purposes and commonly use that is the Shuttle Radar Topographic Mission (SRTM) - DEM (30m) and Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER) Global Digital Elevation Model Version 2 (GDEM V2). Based on the result of modeling conducted at Ciliwung River Basin with Qgis application, area generated from SRTM data is 5% smaller than Ciliwung River Basin which obtained from BPDAS Ciliwung-Citarum as a reference, while the result of ASTER-GDEM data is 87% larger than reference. Linear Regression Test and t-Test performed on three segments of the watershed shows that the upstream of both samples gives a good accuracy result that is R2 = 0,999; P = 0,499 (SRTM) and R2 = 0,999; P = 0,481 (ASTER-GDEM), while in the middle and downstream segments respectively for both samples are SRTM with R2 = 0,993; P = 0,413 and R2 = 0,734; P = 0,088; and then ASTER-GDEM with R2 = 0,784; P = 0,00038 and R2 = 0,376; P = 1,27209 x10-22.

Rencana Penerapan Sistem Pengumpulan Tol Elektronik (Electronic Toll Collection System) di Indonesia Karsaman, Rudy Hermawan
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 1, PEBRUARI 2008
Publisher : Department of Civil Engineering, Diponegoro University

In order to ensure a safety, smooth and efficient traffic movement in toll road ,one of itsÂ aspect related to toll collection system applied. Toll collection system is a series of activities that consists of service to user, transaction controll, administration of revenues and other support system. Principally, this proccess should be fast, precisse, safe and convenience for the user, as well as guarantee for user and toll company that the transaction has occured in accordance with the true tariff, compatible and integrated with other system (exixting or planned) considering the technology development and human resources management. To enhance the toll road service in Indonesia, the toll collection system need to be made faster. One of the choice for fastening could be done by appliying the electronic payment. Advantages of applying electronic transaction system are :Fastening transaction time and increasing service capacity, Decreasing cash money that has to be handled and increase the security,Â Increasing the transaction accuracy and avoiding human error and Increasing human efficiency for toll gate service. This paper describe the planning ofÂ Electronic Toll Collection System application from technical, operational and bussiness point of view. Keywords : Toll Road, Electronic Collection System Â ABSTRAK Dalam rangka mendukung pergerakan lalu lintas di jalan tol secara aman, nyaman dan efisien, salah satu aspeknya terkait dengan sistem pengumpulan tolÂ yang dilakukan. Sistem Pengumpulan Tol adalah suatu rangkaian kegiatan yang berkaitan dengan transaksi tol berupa proses pelayanan kepada pemakai jalan, kontrol atas pelaksanaan transaksi, proses pengadministrasian pendapatan tol serta proses lain yang mendukungnya. Pada prinsipnya proses sistem pengumpulan tol harus didasarkan pada pelayanan yang cepat, tepat, aman dan nyaman pada pengguna tol, adanya jaminan kepada pengguna jalan dan Badan Usaha Jalan Tol bahwa transaksi sudah berjalan sesuai dengan tarif yang ditentukan, cocok (compatible) dan diintegrasikan dengan sistem yang sudah ada maupun sistem yang akan dikembangkan, memperhatikan pengembangan teknologi, manajemen sumber daya manusia. Dalam rangka meningkatkan pelayanan jalan tol di Indonesia, maka sistem pengumpulan tol atau aspek transaksi pembayaran di pintu gerbang tol perlu diupayakan untuk dipercepat. Salah satu pilihan untuk mempercepat tersebut dapat dilakukan dengan menerapkan sistem pembayaran secara elektronis. Keuntungan penerapan sistem transaksi secara elektronik ini adalah mempercepat waktu transaksi dan meningkatkan kapasitas pelayanan, mengurangi jumlah uang tunai yang harus ditangani dan meningkatkan keamanan, meningkatkan tingkat akurasi transaksi dan menghindari kesalahan manusia sertameningkatkan efisiensi jumlah SDM untuk pelayanan di gerbang tol. Tulisan ini membahas rencana penerapan Sistem Pengumpulan Tol secara elektronik dari segi teknis, operasional dan pengusahaannya.Kata kunci : Jalan Tol, Sistem Pengumpulan ElektronikPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3662[How to cite: Karsaman, R.H. (2008), Rencana Penerapan Sistem Pengumpulan Tol Elektronik (Electronic Toll Collection System)Â di Indonesia, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, No. 1, pp. 11-25]

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