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MEDIA KOMUNIKASI TEKNIK SIPIL

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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.

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Articles 471 Documents

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Analisis Story Drift dan Kondisi Sendi Plastis Berbasis Performa pada Gedung Bertingkat dengan Konfigurasi Struktur Persegi Panjang, U, L, H, dan T Rahmantyo, Aji; Andayani, Relly
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 25, Nomor 1, JULI 2019
Publisher : Department of Civil Engineering, Diponegoro University

Strength based design is commonly used in the design of resisting earthquake building. It is analyzed by linear elastic method so that it canâ€™t describe the seismic behaviour of the structures. For that reason, the design of structure needs to consider performance based design. Irregularity of structure play important role for the results of Structure Performance. This paper uses five models of 20 storey reinforced concrete building with same height(76 m) and areas(750m2) with different plan configurations: rectangular, T, L, U, and H-shaped. Non linear time history method is usedÂ to investigate the seismic behaviour of the structures, using finite model with ETABS2016. Dimension of structures are column (600 x1000 mm), shear wall (400mm), couple-beam (400x900 mm), slab (140mm). Recorded accelorogram used in this paper are Altadena, Array, Corralit, LACC, and Yermo because it has almost same earthquake mechanism, magnitude, and epicentrum distance, so that they are used as an artificial accelorogram that is synthesized using Wavelet Function according to SNI 1726-2012.Result shows that the story drift and plastic hinges for collapse prevention (CP) are: rectangular (story drift is 0.59% and amount of CP hinges are 8), H-shaped (1.58%/23), L-shaped (2.41%/30), U-shaped (4.59%/35), T-shaped (5.8%/58).

Aspek Teknis dan Ekonomis Metode Semen-Tanah dan Perkuatan Geotekstil sebagai Solusi Perbaikan Subgrade Ruas Jalan Smewah-Sukaraja Suharjanto Suharjanto; Teguh Widodo
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 3, OKTOBER 2008
Publisher : Department of Civil Engineering, Diponegoro University

Sub grade is base soil as foundation which supports traffic load on pavement road. Hence pavement road design is obtained by condition of sub grade. The problem which occurred is sub grade has low bearing capacity (low California Bearing Ratio/CBR) and high swell-shrinkage that causing soil local collapse in the rain season. The principal methods for solving the above problems is : 1) refinement or stabilization of sub grade and 2) minimizing water influence by keep the water infiltrate into soil or build well drainage. This paper contains economic and engineering aspects from soil-cement and geotextile reinforcement as refinement sub grade solution on road section at Smewah Sukaraja, which is road to oil exploration at Sukaraja. Laboratories test indicates that sub grade soil of Smewah-Sukaraja road section has fluid limit value is 25,53% , plasticity index 15,98, CBR 0,1” 3,31% and CBR 0,2’’ = 2,65%, so it is inadequate as road sub grade. Time for soil cement refinement method and geotextile reinforcement is 120 days and 90 days. Cost of each method is Rap. 5.270.500.000, 00, and Rp. 5.223.000.000,00. Keywords: Sub Grade, Soil-Cement, Geotextile ABSTRAK Sub grade atau tanah dasar merupakan fondasi yang menopang beban perkerasan yang berasal dari kendaraan yang melewati suatu jalan, oleh karena itu perencanaan suatu perkerasan jalan sangat di tentukan oleh kondisii tanah dasar (sub grade). Permasalahan yang sering timbul adalah sub grade memiliki daya dukung tanah (California Bearing Ratio = CBR) rendah dan kembang susut yang tinggi sehingga terjadi keruntuhan lokal tanah pada musim hujan. Prinsip metode penanganan masalah tersebut di atas adalah: 1) perbaikan atau stabilisasi tanah dasar (sub grade) dan 2) meminimalkan pengaruh air dengan cara mencegah air meresap ke dalam tanah maupun drainasi yang baik. Makalah ini berisi aspek teknis dan ekonomis metode soil-semen dan perkuatan geotekstil sebagai solusi perbaikan tanah dasar ruas jalan Smewah-Sukaraja yang merupakan jalan masuk menuju lokasi pemboran minyak Sukaraja. Hasil uji laboratorium menunjukkan bahwa tanah dasar ruas jalan Smewah-Sukaraja memiliki nilai batas cair 35,53 %, indeks plastisitas 15,98, CBR 0,1” 3,31% dan CBR 0,2” 2,65 % sehingga tidak memenuhi persyaratan sebagai sub grade jalan. Waktu pelaksanaan perbaikan tanah metode semen dan perkuatan geotekstil adalah 120 hari, dan 90 hari. Anggaran biaya perbaikan tanah metode semen-tanah dan perkuatan geotekstil masing-masing adalah Rp. 5.279.500.000;00 dan Rp. 5.223.000.000;00.Kata kunci : Sub Grade, Semen Tanah, GeotekstilPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3698[How to cite: Suharjanto dan Widodo, T. (2008), Aspek Teknis dan Ekonomis Metode Semen-Tanah dan Perkuatan Geotekstil sebagai Solusi Perbaikan Subgrade Ruas Jalan Smewah-Sukaraja, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 3, pp. 243-254]

Pengaruh Model Infiltrasi Sederhana Menggunakan Konsep Rain Garden terhadap Debit dan Kekeruhan Air Limpasan Akibat Hujan Barid, Burhan; Lestari, Dwi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 20, Nomor 1, JULI 2014
Publisher : Department of Civil Engineering, Diponegoro University

Water is the most basic requirement that is necessary for a good life on land, sea or air. Water in the face of this earth are not directly derived from the rain. All living things need water to survive. Water management should be done as quickly as possible so that its availability is maintained. Along with the development of the times and increasing daily population in Indonesia, the demand for water continues to increase. Indonesia has a tropical climate with two seasons, the dry season and the rainy season. During the dry season of drought, while in the rainy season floods. One reason is the change in land use that result in water catchment areas disappear and be replaced by buildings some hydrological model was developed to determine the water balance, such as infiltration models. Infiltration models are used to determine how much of the surface runoff or inundation (ponding) which can be infiltrated. The purpose of this study is to analyze the model's ability to absorb water in a simple infiltration runoff, infiltration simple models to analyze the influence of the flow between, to analyze the efficiency of a simple infiltration models to infiltration, and a simple model to analyze the influence of water turbidity in a state of unsaturated and saturated water. The results showed that the soil with plants media can reduce runoff and improve water quality due to rain than vacant land. Discharge runoff on bare ground while unsaturated and saturated water of 0.136 liters/sec and 0.134 liters/sec, while on the ground with the current crop of media unsaturated and saturated water at 0.1330 liters/sec and 0.1300 liters/sec. The content of the suspension on a vacant lot when unsaturated and saturated water is 6.88; 4.20; 3.94 mg/l and 2.13; 1.66; 1.11 mg/l, while in the soil with the current crop of media was saturated and saturated water is 4.40; 4.22; 2.35 mg/l and 0.92; 0.83; 0.63 mg/l.

Studi Pemanfaatan Lumpur Limbah Cair B-3 yang Mengandung Pb dan Cr dari Industri Percetakan sebagai Bahan Baku Tambahan Pembuatan Paving Block (Studi Kasus PT Gramedia Group, Jakarta) Widiastuti HN; Badrus Zaman; Nita Anggraeni
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 2, Edisi XXXII, JUNI 2005
Publisher : Department of Civil Engineering, Diponegoro University

Printing industrial wastewater represented hazardous waste. Processing of printing industrial wastewater still yielded by sludge which needing furthermore processing, because it contained heavy metal Pb and Cr, which also had the character of B-3, as does its wastewater. Processing of hazardous waste with solidification process represented the way of processing as efficient and effective alternative and also profit in expense of to the printing industry and to continuity of environment. Sludge could be use as aggregate, which was the raw material in making of block pavement with sand, cement, and water. Research of sludge exploited as an addition of paving block had the character of experimental made block pavement by varied 10%, 15%, 20%, 25%, 30%, 35%, 40% sludge in sand. Results indicated that with substitution until 30 % of sludge weight replacing sand as aggregate in the reality could yielded block pavement powerfully depress fulfilling SNI 03-0691-1996. The highest strength depress was yielded by addition 10% of sludge powerfully depress 229.375 kg / cm2 and was absorption of water 11.334%. Leaching test with submerged simulation gave result that concentration of Pb and Cr still below standard quality of hazardous waste that was 0,1ppm and 0,5 ppm and was leaching rate of pavement block downhill progressively by increasing day it of submerged. Result of this research was expected could become alternative processing of hazardous waste and advantaging in expense. Keywords: sludge, hazardous waste, solidification, block pavementPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3911[How to cite: Widiastuti HN, Zaman, B. dan Anggraeni, N., 2005, Studi Pemanfaatan Lumpur Limbah Cair B-3 yang Mengandung Pb dan Cr dari Industri Percetakan sebagai Bahan Baku Tambahan Pembuatan Paving Block (Studi Kasus PT Gramedia Group, Jakarta), Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 2, pp. 75-8]

Modeling Rheotaxis based on Preference to Predict Fish Migration Behavior in A River Febrina, Rina
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 22, Nomor 1, JULI 2016
Publisher : Department of Civil Engineering, Diponegoro University

In this research, we attempt to determine preference of rheotaxis and estimated weight values in laboratory experiments using adult and juvenile ayu (Plecoglossus altivelis altivelis). We conducted paired comparisons of ayu distribution between the upper and lower sections of a test watercourse using several velocity conditions (10, 30, and 40 cm/s for juveniles; 20, 30, 50, 70, and 90 cm/s for adults). In upper watercourse sections, juvenile ayu preferred velocities of 30 cm/s and 40 cm/s, and adults preferred a velocity of 50 cm/s. Even when a highly preferred illumination condition of 4000 lux was present in the lower section, fish maintained a higher distribution in the upper section. We design a procedure to calculate rheotaxis preference and built it into our fish behavior simulation model on geographic information system (GIS) software. The model successfully predicted natural migration behavior of fish.

Durabilitas Laston dengan Filler Abu Gambut Yuniarto, Enno; Sentosa, Leo
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 2, Edisi XXXV, JUNI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Bituminous mixtures to represent mixture used to roadway pavement. The bituminous mixtures generally consist of aggregate, filler and asphalt upon which fastener. Material used occasionally as filler are Portland cement, fine sand, stone ash and lime stone dust. which are its limited supply and also costly relative. The other alternative, usage Peat fly ash from industrial disposal or waste of paper mill fuel. Laston required good basic properties are stability, flexibility, skid and durability. To know the reliability of durability from Laston used peat fly ash as filler by The Marshall Immersion modified durability test. Durable Index expressed by IRS and Durable Index of Craus. From laboratory test Laton mixture with filler of peat fly ash assign value IRS equal to 95.22% at 28 day immersion, First Craus Durable Index (r) value equal to 1.73% and also Second Craus Index (a) equal to 4.22 %. If compared to condition assess minimum IRS from Bina Marga for the Laston, which is 75%, IRS Laston value with Palm Ash filler up to Bina Marga standard value.Keywords: filler, industrial waste, peat fly ash, laston, durabilityPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3945[How to cite: Yuniarto, E. dan Sentosa, L., 2006, DurabilitasÂ Laston dengan Filler Abu Gambut, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 2, pp. 189-197]

Korelasi Klasifikasi Penutup Lahan dengan Debit Puncak di Daerah Aliran Sungai Sachro, Sri Sangkawati; Edhisono, Sutarto; Atmodjo, Pranoto Samto; Prasetyo, Wahyu
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 2, DESEMBER 2017
Publisher : Department of Civil Engineering, Diponegoro University

Many studies have shown that land use changes in watersheds such as forests that convert to settlements, industrial and estates, have an impact on flooding. So it is important to know the correlation between the various land use changes to the discharge within a watershed. This study is a preliminary study in an attempt to assess the correlation between land cover index and peak discharge, with case studies in the Beringin River Basin.The peak discharge with the return period of 2, 5, 10, 20, 50 and 100 years are computed with HEC-HMS software, developed by Hydrologic Engineering Centre (HEC) and US Army Corps of Engineers which computes the runoff discharge from the precipitation. As for land covered index (LCI), it is defined as the sum of the land-use index (LUI). The result of the case study shows the strong correlation between the land covered index with the the runoff discharge with such relation : Q100 = -22.42LCI2 + 214.30LCI - 10.62, Q50 = -18.33LCI2 + 181.87LCI - 20.19, Q20 = -14.30LCI2 + 145.27LCI - 15.61, Q10 = -11.36LCI2 + 118.41LCI - 12.29, Q5 = -8.42LCI2 + 91.27LCI - 8.9 and Q2 = -4.44LCI2 + 53.54LCI - 4.5.

Model Pengelolaan Irigasi Memperhatikan Kearifan Lokal Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 3, OKTOBER 2008
Publisher : Department of Civil Engineering, Diponegoro University

Irrigation Management which across through provinces, regencies, and located in one regency of the Irrigation Area (DI) had different level of difficulty,Â in spite of technical problems, it is also influenced byÂ factors of society behavioral. Then, irrigation management based on the technical and behavioral of the society to its local wisdom that sourced from the local cultural innovation was interested to be analyzed. The local wisdom potency which was based on its own autonomy and independence will be beneficial optimally and directed positively in many kinds of forms and efforts to overcome problems related to effectiveness and efficiency of irrigation system management. The location of the research was determined randomly from 12 provinces which consist of 37 regencies in Java and outside of Java. The aims of this research were identifying irrigation regulation, the service water irrigation, the physical condition of irrigation network, implementation of Governmental Regulation, analysis between manifest variable correlation with construct variable andÂ construct variable with others constructÂ variable, interpretation of test hypothesis for each of latent variable, the influence analysis to the used ofÂ water inÂ irrigation, and formulation of policy in irrigationÂ management. Thus, the development of model to manage irrigation based on local wisdom using variable of technical and social aspect were interested to be analyzed. Keywords: Irrigation Management, Irrigation Area, local wisdom, scenarioPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/2276[How to cite: Supadi (2008), Model Pengelolaan Irigasi Memperhatikan Kearifan Lokal, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 3, pp. 269-278]

Perbandingan Perilaku Struktur Gedung Beton Bertulang dengan Pelat Lantai Beton Konvensional dan Pelat Lantai Kalsi Astariani, Ni Kadek; Sudika, I Gusti Made
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 24, Nomor 2, DESEMBER 2018
Publisher : Department of Civil Engineering, Diponegoro University

The Structure of Reinforced concrete building using kalsi floor plate is one alternative for reduced the weight of the building structure. The floor plate usually used conventional concrete, can be replaced with kalsi floor 20. The aim of the research is to analysis of the behavior of reinforced concrete building using conventional concrete slabs and kalsi floor 20. The building structure as the model in this research is the building structure of four floors and was designed to follow the rules of SNI 2847: 2013. Evaluation of seismic behavior in accordance with the SNI 1726: 2012 was conducted out by applying pushover analysis using SAP 2000 software. The analysis results showed that drift ratio of plates floor structure models smaller than the kalsi floor plate structure. The pushover analysis results show the level of performance of all structural models according to FEMA-356 / ATC-40 able to provide nonlinear behavior which is indicated by the initial phase of the majority of plastic joints on beam elements and beam sway mechanism. The performance level of the structure with conventional concrete slab includes at immediate occupancy level, while the performance level of the structure with with kalsi floor plate includes at life safety level.

Penentuan Prioritas Pembangunan Pelabuhan di Kabupaten Mukomuko dengan Metode Analytical Hierarchy Process Adi, Henny Pratiwi
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 2, JUNI 2008
Publisher : Department of Civil Engineering, Diponegoro University

The competition strictness in the economic field needed the exact strategy to maximising the available potential. As theÂ island area that was surrounded by ocean, the Mukomuko Regency in Bengkulu, had the big potential to be developed especially in the export import activity and the sea transportation. There were 4 port kinds that will be developed in the Mukomuko Regency those Â are the crossing port, the sea port, the trade port and the fish port. The determination of priority in the port kind and it location that developed immediately must be carried out, soÂ the port that was built could be used maximally. The data collection was carried out with observation and the interview. The variables that was used as the determination criterion ofÂ priority in the port development was marine aspect,Â fisheries aspect,Â transport aspect, layout aspect and environment aspect. The research results showed that location in Mukomuko more appropriate for the crossing port, the location in Bantal was more appropriate for the fish port, the location in the Kumbang Badak appropriate for the sea port and the location in the Kuala Tramang more appropriate for the trade port especially agricultural produce. Based on result of Analytical Hierarchy Process (AHP), Â the development ofÂ sea port in Â Kumbang Badak became the main priority to built immediately. Keywords:Â priority, port development, AHP Â ABSTRAKKetatnya persaingan di bidang perekonomian memerlukan strategi yang tepat dalamÂ mengoptimalkan potensi yang ada.Â Sebagai daerah kepulauan yang dikelilingi lautan, Kabupaten Mukomuko di Bengkulu, Â memiliki potensi untuk dikembangkan terutama dalam kegiatan ekspor impor dan transportasi laut. Ada 4 jenis pelabuhan yang akan dibangun di Kabupaten Mukomuko yaitu pelabuhan penyeberangan, pelabuhan laut, pelabuhan barang dan pelabuhan ikan. Penentuan prioritas jenis pelabuhan dan lokasinya yang harus segera dibangun perlu dilakukan, agar pelabuhan yang dibangun dapat dimanfaatkan secara maksimal. Pengumpulan data dilakukan dengan pengamatan dan wawancara. Variabel-variabel yang digunakan sebagai kriteria penentuan prioritas pembangunan pelabuhan adalah aspek kelautan, aspek perikanan, aspek transportasi, aspek tata ruang dan aspek lingkungan. Hasil penelitian menunjukkan lokasi di Mukomuko lebih sesuai untuk pelabuhan penyeberangan (ASDP), lokasi di Bantal lebih sesuai dikembangkan untuk pangkalan pendaratan ikan, lokasi di Kumbang Badak sesuai untuk pelabuhan laut dan lokasi di Kuala Tramang lebih sesuai untuk pelabuhan barang utamanya hasil bumi. Berdasarkan hasil Analytical Hierarchy Process (AHP), maka pembangunan pelabuhan laut di Kumbang Badak menjadi prioritas utama untuk segera dibangun. Kata Kunci : prioritas, pembangunan pelabuhan, AHPPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3688[How to cite: Adi, P.A. (2008), Penentuan Prioritas Pembangunan Pelabuhan di Kabupaten MukomukoÂ dengan Metode Analytical Hierarchy Process, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 2, pp. 117-129]

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