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INDONESIA
MEDIA KOMUNIKASI TEKNIK SIPIL
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 isn’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 472 Documents
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Kapabilitas Dinamik Pada Akselerasi Produksi Precast Girder Tipe- U pada Proyek LRT Jabodebek Hermawan, Ferry; Susanto, Tri; Purwanggono, Bambang; Setiadji, Bagus Hario; Pratiwi, Anik Nurul
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.62443

Abstract

LRT Jabodebek sebagai proyek infrastruktur LRT pertama di Indonesia telah memberikan pembelajaran tentang implementasi kapabilitas dinamik pada aspek manufaktur bagi industri konstruksi. Dalam rangka memenuhi kebutuhan 2900 unit girder precast tipe-U, produksi dalam kondisi normal diharapkan selesai pada tahun 2020. Akselerasi penyelesaiannya menyebabkan kebutuhan proyek meningkat signifikan, penyelesaian konstruksi yang dipercepat menyebabkan kendala kekurangan produksi. Pemenuhan kebutuhan akselerasi tersebut menuntut pabrik harus dapat meningkatkan kapasitas produksinya dengan menggunakan metode steam curing. Studi kasus ini menggunakan pendekatan kualitatif dan berfokus pada kapabilitas dinamik dalam proses produksi. Sebagai role model penerapan kapabilitas dinamik manufaktur, proyek ini telah mendemonstrasikan peran teknologi dalam peningkatan produktivitas. Integrasi metode, posisi aset, dan proses manajemen adalah faktor produktivitas yang paling dominan dalam mempercepat produksi precast girder tipe-U. Performa produksi yang optimal dapat dicapai dengan mengintergrasikan peran pabrik, site proyek, dan manajemen yang didukung oleh sumber daya dan pengalaman personil yang memadai
Studi Perbandingan Perencanaan Ketebalan Lapisan Perkerasan Bandara Antara Metode Grafis Korps Angkatan Darat AS dan Metode PCN-ACN Federal Aviation Administration (FAA) Fistcar, Wawarisa Alnu; Sudarsono, Bambang; Widayat, Widayat; Herlambang, Andy Rahmadi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.56835

Abstract

Airport pavement is designed following the US Corporation of Engineers method or better known as the California Bearing Ratio (CBR) method and the FAA (Federal Aviation Administration) method which issues regulations for calculating airport pavement structures, namely AC (Advisory Circular) 150_5320_6D which same as the method CBR. In 2021, the FAA issued a standard for calculating airport pavement structures, namely AC (Advisory Circular) 150_5320_6G which uses the FAARFIELD assistance program. The difference in pavement thickness is at most 7.6 cm, on the flexible pavement type base course. In the FAARFIELD Auxiliary Program, all aircraft loads are taken into account as a contributor to pavement damage indicated by the CDF value that can accommodate aircraft loads, in contrast to the graphical method where aircraft are converted to design aircraft. The thickness of the base course using the graphical method is greater than that of the FAARFIELD Assistance Program, this is because when performing calculations, the initial base course value is the minimum value based on the minimum base course table for the use of top foundation layer material (AC No.150_5320_6G). The thickness of the surface course pavement is the same according to FAA provisions for the critical thickness of the surface course which is 4 in or 102 mm.
Hidrograf Satuan Sintetis Cara ITB dengan Faktor Debit Puncak (Kp) Berharga Eksak dan Numerik serta Durasi Hujan Satuan (Tr) yang Dinormalkan Natakusumah, Dantje Kardana
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.55820

Abstract

Metode Hidrograf Satuan Sintetis (HSS) adalah metode yang sangat penting dalam perencanaan sumber daya air dan analisis debit banjir di daerah aliran sungai (DAS). Metoda ini sangat berguna, terutama untuk simulasi banjir di DAS yang mengalami perubahan penggunaan lahan. Metode HSS umumnya memiliki kekurangan, antara lain kesulitan dalam menjelaskan asal usul formula debit puncak dan ketidakakuratan dalam membandingkan volume hidrograf dengan curah hujan efektif. Selain itu, ada tantangan dalam menyesuaikan metode ini untuk durasi hujan yang berbeda-beda, dan hanya beberapa metode yang dapat dikalibrasi. Untuk mengatasi tantangan-tantangan ini, metode SUH ITB telah dikembangkan dengan beberapa fitur inovatif. Metode ini mengikuti prinsip konservasi massa dan menyederhanakan proses penurunan rumus debit puncak, sehingga menjadi alat pendidikan yang efektif. Metode ITB menggabungkan pendekatan eksak dan numerik dalam menghitung Faktor Debit Puncak (Kp), meningkatkan akurasi estimasi debit puncak yang sangat penting dalam manajemen banjir. Metode ini juga memperkenalkan Durasi Hujan Satuan Ternormalisasi (Tn), sebuah faktor tanpa dimensi yang memberikan fleksibilitas dalam menyesuaikan durasi hidrograf, memudahkan konversi ke durasi yang lebih pendek. Selain itu, metode ITB termasuk mekanisme kalibrasi yang memungkinkan pengguna menyesuaikan hidrograf dengan nilai pengukuran. Fitur-fitur inovatif dari metode HSS ITB telah berhasil ditampilkan melalui berbagai kasus dengan hasil yang sangat memuaskan.
Analisis Karakteristik Material Baja dengan Metode Digital Image Correlation (DIC) Suswanto, Budi; Iranata, Data; Septiarsilia, Yanisfa
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.59491

Abstract

The use of steel materials in building construction opens new opportunities for sustainable development, as steel exhibits corrosion resistance, durability, and reliability in terms of strength and ductility. Digital Image Correlation (DIC) is non-contact technique in which digital images of the surface of a test object are captured using high-resolution cameras.  This study conducted measurements of strain distribution on the specimen's surface using the DIC method throughout the entire tensile testing process. The study particularly focuses on examining changes in strain distribution during the melting phase and the local deformation phase leading to fracture. In this research, a comparison will be made between the load-displacement curves obtained from experimental laboratory testing and the results analyzed using the DIC method for SS400-grade steel material. Based on the results of the tensile test and DIC analysis that have been conducted, conclusions have been drawn in the research. The tensile test results of SS400 steel material with a thickness of 6 mm, 8 mm, 10 mm, and 12 mm meet the quality requirements in the tested specification standards, and the results of the force-displacement curve between the experimental test results and the DIC method obtained a minimum deviation with a value below 10%,. Therefore, it can be concluded that the DIC method exhibits a reasonably good level of accuracy, making it suitable for validating the results of experimental tests.
Uji CBR (California Bearing Ratio) pada Tanah Lempung Stabilisasi Abu Marmer dan Biogrouting Waruwu, Aazokhi; Pangemanan, Indah; Yunita, Yulia; Calvin, Fransiscus; Lujaya, Jason; Wijaya, Nehemia
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.58304

Abstract

Tanah dasar yang ada untuk konstruksi jalan cukup beragam, ada kalanya tidak memenuhi standar sebagai tanah dasar konstruksi. Upaya perbaikan diperlukan apabila tanah yang ada memiliki nilai CBR (California Bearing Ratio) yang cukup rendah. Bahan stabilisasi untuk perbaikan tanah dapat menggunakan limbah berupa abu marmer dan sebagai pembanding dalam penelitian ini juga dilakukan perbaikan dengan metode biogrouting. Tujuan penelitian ini adalah untuk mendapatkan pengaruh stabilisasi abu marmer dan biogrouting terhadap nilai CBR. Penelitian dilakukan melalui uji CBR pada model fisik tanah yang distabilisasi 3-6% abu marmer dan tanah dengan perbaikan menggunakan bakteri bacillus subtilis dan bacillus amyloliquefaciens. Pengujian dibedakan berdasarkan tebal tanah stabilisasi 10-30 cm. Hasil penelitian menunjukkan bahwa tanah stabilisasi abu marmer menghasilkan peningkatan nilai CBR yang lebih baik dibandingkan tanah yang diperbaiki dengan metode biogrouting. Nilai CBR yang memenuhi standar untuk tanah dasar konstruksi jalan didapatkan pada tanah dengan stabilisasi 6% abu marmer dengan tebal lapisan tanah stabilisasi minimum 20 cm.
Pola Curah Hujan di Provinsi Indonesia Saat El-Nino dan La-Nina: Analisis Periodogram FFT dan Lomb Nugraheni, Melly; Zakaria, Ahmad; Wahono, Endro Prasetyo; Kusumastuti, Dyah Indriana; Herison, Ahmad
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 2 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i2.65646

Abstract

Indonesia is a country affected by the El Nino and La Nina climate anomalies. The provinces of Aceh, Central Kalimantan, and Maluku are three regions representing parts of Indonesia that have a variety of rainfall distribution and climatic conditions. This research was conducted to determine the influence of the El Nino and La Nina climate anomalies on these three regions by looking at the areas that have a dominant influence due to these climate anomalies. The research used BMKG Indonesia rainfall data with a total of 16 rainfall stations and a data range of 22 years. The methods used for modeling are the Fast Fourier Transform (FFT) and Lomb Periodogram to obtain rainfall spectrum data. Then, the amplitude value was obtained, and a comparison of the data from the two methods was carried out to determine the recurrence value and the area with the highest impact due to climate anomalies. The results of data analysis according to the FFT and Lomb Periodogram showed that the highest affected area was the eastern part of Indonesia, namely Maluku Province, with the dominant frequency according to the FFT method being 5.61 years with a PSD of 7.67 mm2 and the Lomb Periodogram 6.06 years with a PSD of 18.64 mm2. Based on the average PSD value, using both FFT and Lomb Periodograms, it also shows that the influence of El Nino and La Nina is greatest in the eastern part of Indonesia; as you move towards the west, this influence decreases. The smallest influence occurred in western Indonesia. This shows that the influence of ENSO is more dominant than the influence of IODM.
Hubungan Penilaian Kerusakan Jalan Metode Bina Marga dan Light Weight Deflectometer (LWD) Diana, Iffah Lubna; Nurtjahjaningtyas, Indra; Hasanuddin, Akhmad
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 1 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i1.56617

Abstract

The Tegal Siwalan-Banyuanyar Highway in Probolinggo Regency has been damaged at several points and has not received any maintenance for the last 7 years. This has a huge impact on road users because it can interfere with driving comfort and safety, so it is necessary to analyze the road damage that has occurred, including the type of damage and an assessment of road conditions. The Bina Marga method and a light-weight deflectometer (LWD) can be used to assess road deflection in order to assess road condition. The results of this study obtained priority order values for each segment that were in the range 5-11. The greater the value of the Order of Priority obtained, the better the road condition, whereas the smaller the value of the Order of Priority obtained, the worse the road condition. It was also found that the Bina Marga method and the Light Weight Deflectometer (LWD) tool had a poor correlation, so a comparison between the two could not be made for assessing the condition of the road surface layer. 
Analisis Metode Penjadwalan pada Proyek Bangunan Gedung: Studi Kasus Metode Line of Balance dan Precedence Diagram Arifuddin, Rosmariani; Fatimah, Andi Nurul; Fadlillah, Muh Rifan
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 2 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i2.63963

Abstract

The construction industry plays a significant role in a country's economic growth. However, construction projects frequently face challenges in meeting schedule targets. Project scheduling is crucial as it provides insights into enhancing the development process. Various scheduling methods are employed in construction projects, including the line of balance (LoB) method and precedence diagramming. Selecting the appropriate scheduling method impacts the project's timeline. This research aims to analyze the effectiveness of the LoB method and precedence diagramming in building construction projects, with a specific case study of a COVID center. The research method involves collecting project data, including project s-curves. The findings indicate that utilizing both the line of balance and precedence diagram methods can enhance project scheduling by ensuring the continuous allocation of resources.
Pengembangan Model Mikrosimulasi pada Perlintasan Sebidang Kereta Api pada Jalan Perkotaan dengan PTV VISSIM Muharam, Fauzan Rizki; Nugroho, Taufiq Suryo; Weningtyas, Widyarini
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 2 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i2.63892

Abstract

A level crossing between railways and roads is one of the critical traffic elements in a road network system as it can cause significant delays and long queues, especially when the crossing is part of an urban road network. This study aims to analyze traffic performance at level crossings using a microsimulation approach with the PTV VISSIM software. The model is designed to explicitly simulate the interaction between trains and vehicles by utilizing features such as priority rules, public transport lines, and reduced speed areas, and calibrating it based on field data. This research takes a case study of the level crossing at Jalan Abdul Rahman Saleh – Nurtanio, Bandung City. Data collection was conducted through direct observation via field surveys and data from supporting literature documents. The analysis results indicate that the existing traffic performance is at a Level of Service F, with an average intersection delay exceeding 60 seconds per vehicle. Microsimulation recommends the construction of a grade-separated intersection as a solution to improve traffic performance in the future.
Perilaku Deformasi Tidak Linear SRPMK Baja 8 Lantai Akibat Gempa Faisal, Ade; Putera, Tondi Amirsyah; Efrida, Rizki
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 30, Nomor 2 (2024)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v30i2.62448

Abstract

Simpangan antar tingkat terjadi akibat adanya deformasi rotasi pada titik kumpul sebagai respon dari gerakan tanah akibat gempa. Deformasi rotasi terjadi sebagai akumulasi dari deformasi lentur pada balok dan kolom serta deformasi geser panel zone. Studi ini dibuat untuk mengetahui bagaimana deformasi tidak linear siklik yang terjadi pada elemen balok dan zona panel pada struktur rangka baja akibat gempa. Model adalah SRPMK baja 8 tingkat yang dibangun di atas tanah kelas D dan didesain untuk kategori desain seismik D. Analisa dinamik tidak linear, memakai 20 rekaman gempa dilakukan untuk mendapatkan nilai median simpangan antar tingkat untuk ditentukan kurva kerapuhannya. Hal ini dilakukan untuk mengidentifikasi kapasitas pada kondisi batas LS, CP dan runtuh yang dimiliki oleh model, yaitu deformasi lentur dan geser tidak linear yang terjadi pada elemen balok dan panel zone pada lantai 1 eksterior. Hasil yang diperoleh menunjukkan bahwa deformasi rotasi pada balok akibat lenturan pada akhir getaran gerakan tanah adalah lebih besar bila dibandingkan dengan deformasi rotasi saat simpangan antar tingkat mencapai kondisi LS dan CP pada saat pertama kali. Hal yang sama juga terjadi pada deformasi geser di zona panel yang ditinjau.

Page 43 of 48 | Total Record : 472

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