Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

MEDIA KOMUNIKASI TEKNIK SIPIL

mkts
Website

Published by Universitas Diponegoro

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.

Arjuna Subject : -

Articles 6 Documents

Search results for , issue "Tahun 17, Nomor 1, PEBRUARI 2009" : 6 Documents clear

Kuat Tekan Mortar dengan Berbagai Campuran Penyusun dan Umur Adi, Rudi Yuniarto
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

In the implementation of construction, during this type of mortar of the new indicator is based on water-resistant and not waterproof. However, besides the function to actually hold water, mortar functions also have a burden. Often required in the implementation of that day in the walls of a maximum of 1 meter regardless of the composition of the mortar mix used. This is because the lack of discussion of the strength of mortar. The results of this study conclude that a strong press and mortar akan increased sharply since the age of 0 to 12 days, and a strong improvement over the press and mortar at the age of 13 days to 90 daysKeywords: Mortar, composition, mixture, strong, press, agePermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3420[How to cite: Adi, R.Y. (2009). Kuat Tekan Mortar denganÂ Berbagai Campuran Penyusun dan Umur, Jurnal Media Komunikasi Teknik Sipil, 17 (1): 67-84]

Pengaruh Pergerakan U â€“ Turn (Putaran Balik Arah) Terhadap Kecepatan Arus Lalulintas Menerus (Studi Kasus Jalan Brigjen Myoenoes , Kota Kendari) Putra, Adris Ade; Sarewo, Ady Sarwono
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Existence U-Turn facilities in Brigjen M. Yoenoes road aim to give opportunity for vehicle rider doing turning movement, but existence U-Turn facilities in Brigjen M. Yoenoes road exactly generate friction to security and freshmnet through traffic. This matter is happened because vehicle volume which doing turning movement very high especially in peak hour. The aim of this research doing for to know influence value turning movement variable (time turning movement and time headway) and density in Brigjen M. Yoenoes road to level of performance especially space-mean speed through traffic. Used data in this analysis obtained from result survey in three days start from 07.00 â€“ 18.00 WITA in peak hour. From result analysis with program SPSS 11.5 for Windows, obtained regression equation for every direction traffic. For direction Pasar Baru â€“ Kota : . For direction Kota â€“ Pasar Baru : . From this equation, we can to know influence value which generated from independent variable to space-mean speed through traffic descent. Keywords : time turning movement, time headway, density ABSTRAK Keberadaan fasilitas U-TURN pada Jalan Brigjen M. Yoenoes bertujuan untuk memberikan peluang untuk pengemudi kendaraan dalam melakukan pergerakan memutar. Tetapi kebaradaan U-TURNÂ pada Jalan Brigjen M. Yoenoes tidak sepenuhnya memberikan keamanan dan kenyamanan dalam berlalu lintas. Hal ini terjadi karena volume kendaraan yang melakukan pergerakan memutar sangat tinggi terutama pada jam sibuk. Tujuan dilakukan penelitian ini adalah untuk mengetahui besarnya pengaruh variabel pergerakan memutar (waktu pergerakan memutar dan waktu antara dan kepadatan) di Jalan Brigjen M. Yoenoes pada tingkat keadaan terutama kecepatan rata-rata ruang kendaraan. Data yang digunakan dalam analisis ini diperoleh dari hasil survey dalam 3 hari mulai dari Pukul 07.00-18.00 WITA pada jam puncak. Dari hasil analisis dengan program SPSS 11,5 For Window diperoleh persamaan regresi untuk setiap arah lalu lintas.Untuk arah Pasar Baru-Kota :Y=31,506 + 0,380 X1 + 0.092 X2 Untuk arah Kota-Pasar Baru :Y=44,063 â€“ 0.189 X1 + 0.97 X2. Dari nilai ini kita dapat mengetahui besarnya pengaruh yang diperoleh dari variable bebas untuk kecepatan rata-rata ruang pada arus lalu lintas menurun. Kata Kunci: Waktu pergerakan memutar, waktu antara, kepadatan

Pengkajian Penanganan Pemberian Air Irigasi di Petak Terisolir Ujung Saluran Irigasi pada Musim Kemarau Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Indonesia has two seasons namely rainy season and dry season. When dry season comes, farmers got the hardest hit by the limited amount of water, to where it becomes very valuable. There are two ways to solve the deficit of water during dry season. The first way is to carry out an appropriate water management, and the second one is to initiate the efficient use of water. There are other problem involving water irrigation distribution in areas that comprise several regencies, especially in down stream areas where shortage of supply of irrigation water happens. Thus, it is imperative to manage water resources and water irrigation distribution system. For example, farmer community has to hold a meeting to set a plan of water distribution. Distribution of irrigation water can be accurately determined using coefficient value of K. When K value is less than 0,50, distribution of irrigation water should be implemented using on-off (intermittent) system.Keywords: Dry season, Civilian, Farmers, Water managementPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3418[How to cite: Supadi (2009). Pengkajian Penanganan Pemberian Air Irigasi di Petak Terisolir Ujung Saluran Irigasi pada Musim Kemarau, Jurnal Media Komunikasi Teknik Sipil, 17 (1): 1-8]

Pengembangan Metode Fast-Track untuk Mereduksi Waktu dan Biaya Pelaksanaan Proyek Studi Kasus Rumah Menengah di Malang, Jawa Timur Tjaturono, Tjaturono; Mochtar, Indrasurya B.
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Construction cost of the middle-class housing in Indonesia tends to increase especially if a delay occurs at critical-path activities. Up to the moment the solution of this problem is by doing trade-off between the time and the cost. With this procedure, usually the completion time can be accelerated, but the increase in construction cost is unavoidable. It is described in this paper a method to accelerate the completion time of activities in the critical patch, so that the completion time can be kept as planned, but the construction cost does not increase. One of the efforts carried out here is by developing the fast-track method on critical activities with a modification of CPM model scheduling, and it is for case of construction of middle-class housing in Malang, East Java. The methods applied were site observation in the construction time and cost of the critical activities, and interview with the site manager as well as the supervisor. The data was processed non-statistically. The results obtained prove that the developed fast-track method here gives an advantage in time saving of 34% from the completion time in general and cost saving of 2.45%. Keywords: Time saving, cost reduction, CPM model, fast-track, middle-class housing. ABSTRAK Biaya pembangunan rumah menengah di Indonesia cenderung membengkak, terutama jika terjadi keterlambatan waktu penyelesaian aktifitas-aktifitas pada lintasan kritis. Hingga kini cara yang digunakan untuk mengatasi masalah ini adalah dengan melakukan trade-off antara waktu dan biaya. Dengan cara itu, umumnya percepatan waktu penyelesaian dapat dilakukan, tetapi pembengkakan biaya pembangunan tidak terelakkan. Diuraikan dalam tulisan ini cara percepatan waktu pelaksanaan pada aktifitas di lintasan kritis agar waktu penyelesaian dapat dicapai sesuai rencana, tetapi biaya pembangunan tidak membengkak. Salah satu upaya yang dilakukan di sini adalah melakukan pengembangan metode fast-track pada aktifitas di lintasan kritis dengan modifikasi penjadwalan model CPM, dan untuk kasusnya adalah pada pembangunan rumah menengah di Malang, Jawa Timur. Metode yang digunakan adalah observasi lapangan terhadap waktu dan biaya pelaksanaan aktifitas pada lintasan kritis, dan wawancara dengan Site Manager serta Pengawas Lapangan. Data diolah secara non-statistik. Hasil yang diperoleh membuktikan bahwa pengembangan metode fast-track seperti ini memberikan keuntungan berupa penghematan waktu sebesar 34% dari waktu yang umumnya dibutuhkan dan penghematan biaya sebesar 2,45%. Kata kunci: Penghematan waktu, penghematan biaya, model CPM, fast-track, rumahÂ menengah

Evaluasi dan Prediksi Pengelolaan Jaringan Air Bersih IKK Brangsong Kabupaten Kendal Berbasis Sistem Informasi Geografis dalam Rangka Mendukung Millenium Development Goals (MDGs) Atmojo, Pranoto Samto; Sangkawati, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

To support government program Millennium Development Goals ( MDGS) whereâ€™s in the year 2015 : 80% of residents must be able to served by supply of cleanness water systems, hence writer will do evaluate of management and distribution of network supporting Â facilities for cleanness water based on technology that is Â using GIS ( Geographical Information System). GIS can stored technical data of cleanness water network, and GIS Â in allying with hydraulic model of EPANET applicable to evaluate network existing and assists to predict possibility future Â expansion of network ( eg the year 2015). This evaluation covers mapping of STA pipe network with GPS, mapping of continuation with GIS, calculation of scenario prediction clean water required in the year 2015, and handling of network supporting facilities for clean water with simulation EPANET for network existing and extension of either in the year 2008 and also for the year 2015. This research be done based on the real field condition Â there are: Cleanness water supplies for public IKK Brangsong supported by 2 pumping Â well. Its Part of Â Sub-Province Kendal area - that PDAMâ€™s Â customer- no supplied Â by network especially at the peak hour time, and resent still have much Â region which has not been served clean water by PDAM ,so thatâ€™s need to extension network to supplied that area. Keywords: GPS, Â GIS, EPANETPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3417[How to cite: Atmojo, S.A. dan Sangkawati, S. (2009). Evaluasi dan Prediksi Pengelolaan Jaringan Air Bersih IKK Brangsong Kabupaten Kendal Berbasis Sistem Informasi Geografis dalam Rangka Mendukung Millenium Development Goals (MDGs), Jurnal Media Komunikasi Teknik Sipil, 17 (1): 98-109]

Manajemen Resiko di Proyek Konstruksi Sandyavitri, Ari
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 1, PEBRUARI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Time delay in the project execution phase causes cost escalation. This paper demonstrated the magnitude of severness of time delay affected to an increase of the project cost during the construction of bridge in Indragiri Hulu District. It wa evaluated that the project construction program was planned for 120 days but it was delayed up to 255 days. The time delay of 135 days within the project affected an increase of the constractorâ€™s additional expenses about Rp. 703 million. By simulating various parameters of risks, it was found that; (i) based on the â€œwhat it isâ€ scenario, 80 % probability the project was predicted to delay up to 118 days (cost of Rp 686 million); and (ii) by the implementation of risk management procedure encompassing 6 (six) risk mitigation elements it was estimated that 80% probablility of project delay may reach 46 days (cost Rp 361 million). The reduction of time delay and cost overruns may reach 50%.Â Hence, it demonstrates that the implementation of risk management procedure may control project risks systematically. Key words; risk analysis, time delay, costs, project, probabilityPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3419[How to cite: Sandyavitri, A. (2009). Manajemen Resiko di Proyek Konstruksi, Jurnal Media Komunikasi Teknik Sipil, 17 (1): 23-38]

Page 1 of 1 | Total Record : 6

Filter by Year

2009 2009

Filter By Issues

All Issue Volume 29, Nomor 1, JULI 2023 Volume 28, Nomor 2, DESEMBER 2022 Volume 28, Nomor 1, JULI 2022 Volume 27, Nomor 2, DESEMBER 2021 Volume 27, Nomor 1, JULI 2021 Volume 26, Nomor 2, DESEMBER 2020 Volume 26, Nomor 1, JULI 2020 Volume 25, Nomor 2, DESEMBER 2019 Volume 25, Nomor 1, JULI 2019 Volume 24, Nomor 2, DESEMBER 2018 Volume 24, Nomor 1, JULI 2018 Volume 23, Nomor 2, DESEMBER 2017 Volume 23, Nomor 1, JULI 2017 Volume 22, Nomor 2, DESEMBER 2016 Volume 22, Nomor 1, JULI 2016 Volume 21, Nomor 2, DESEMBER 2015 Volume 21, Nomor 1, JULI 2015 Volume 20, Nomor 2, DESEMBER 2014 Volume 20, Nomor 1, JULI 2014 Volume 19, Nomor 2, DESEMBER 2013 Volume 19, Nomor 1, JULI 2013 Tahun 18, Nomor 1, PEBRUARI 2010 Tahun 17, Nomor 3, OKTOBER 2009 Tahun 17, Nomor 2, JUNI 2009 Tahun 17, Nomor 1, PEBRUARI 2009 Tahun 16, Nomor 3, OKTOBER 2008 Tahun 16, Nomor 2, JUNI 2008 Tahun 16, Nomor 1, PEBRUARI 2008 Tahun 15, Nomor 3,OKTOBER 2007 Tahun 15, Nomor 2, JUNI 2007 Tahun 15, Nomor 1, PEBRUARI 2007 Volume 14, Nomor 3, Edisi XXXVI, OKTOBER 2006 Volume 14, Nomor 2, Edisi XXXV, JUNI 2006 Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006 Volume 13, Nomor 3, Edisi XXXIII, OKTOBER 2005 Volume 13, Nomor 2, Edisi XXXII, JUNI 2005 Volume 13, Nomor 1, Edisi XXXI, PEBRUARI 2005 Volume 12, Nomor 3, Edisi XXX, OKTOBER 2004 Volume 12, Nomor 2, Edisi XXIX, JULI 2004 Volume 12, Nomor 1, Edisi XXVIII PEBRUARI 2004 Volume 11, Nomor 1, Edisi XXV, PEBRUARI 2003 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kota semarang,

Jawa tengah

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name -

Contact Email -

Phone -

Journal Mail Official -

Editorial Address -

Location Kota semarang, Jawa tengah INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kota semarang,

Jawa tengah

INDONESIA