Media Ilmiah Teknik Sipil最新文献_第2页

Penilaian Risiko Bendungan Manggar Dengan Metode Modifikasi ICOLD 使用修改后的 ICOLD 方法对 Manggar 大坝进行风险评估

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI: 10.33084/mits.v11i3.4699

Devi Ismijayanti, Robert J. Kodoatie, Sutarto Edhisono

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Perencanaan Struktur Perkerasan Lentur Jalan Dengan Metode MDPJ 2017 Pada Ruas Jalan Baumata – Penfui Kecamatan Taebenu Kabupaten Kupang 采用 MDPJ 2017 方法规划古邦县泰本努区 Baumata - Penfui 路段的道路挠性路面结构

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI: 10.33084/mits.v11i3.6099

A. A. Tuati, Deasi D. A. A. Daud, Zulfiani A.R.

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Analisis Tingkat Kebisingan Di Jalan Ahmad Yani Palangka Raya 巴兰卡亚兰艾哈迈德-亚尼的噪音水平分析

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI: 10.33084/mits.v11i3.4572

Devia Devia

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Evaluasi Kinerja Jalan Pada Jalur Kritis Jalan Temanggung Tilung (Sta 1+300 Sampai Sta 1+500) 对 Temanggung Tilung 公路（1+300 站至 1+500 站）关键路径的道路性能进行评估

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI: 10.33084/mits.v11i3.4606

Elisabet Suharti, Nirwana Puspasari

{"title":"Evaluasi Kinerja Jalan Pada Jalur Kritis Jalan Temanggung Tilung (Sta 1+300 Sampai Sta 1+500)","authors":"Elisabet Suharti, Nirwana Puspasari","doi":"10.33084/mits.v11i3.4606","DOIUrl":"https://doi.org/10.33084/mits.v11i3.4606","url":null,"abstract":"Temanggung Tilung road, a class 4/2 D road with 5.5-meter lanes, joins RTA Milono road and G. Obos road in Palangka Raya. This road sees more traffic every year. The research assessed the performance of Temanggung Tilung Palangkaraya sections during peak traffic hours and road section factors. Field surveys collected primary data. For performance analysis, it refers to the 1997 (MKJI) for urban roads and from the results of data processing, it shows that the degree of saturation that occurs is still optimal (DS = 0.22 pcu/hour) direction of G.Obos-RTA Milono while the direction of RTA Milono-G.obos with (DS = 0.22 pcu/hour) indicates that the road section is included in the standard class. Parameters on the Temanggung Tilung road section (existing) obtained the highest average traffic volume at peak hours on the Temanggung Tilung road section of 709.15 pcu/hour, the highest average speed of traffic space of 36.8 km/hour, the highest side resistance of 1026.43 side friction that occurs on the Temanggung Tilung road section is categorized as very high, both for parked or stopped vehicles, pedestrians and slow vehicles. Thus causing congestion at a certain point.","PeriodicalId":380506,"journal":{"name":"Media Ilmiah Teknik Sipil","volume":"65 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139332704","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Analisis Kinerja Simpang Bersinyal Pusat Grosir Cililitan (PGC) Jalan Dewi Sartika - Jalan Raya Bogor Dengan Metode PKJI 2014 Dan Pemodelan Menggunakan PTV VISSIM 使用 PKJI 2014 方法和 PTV VISSIM 建模分析位于 Jalan Dewi Sartika - Jalan Raya Bogor 的 Cilitan 批发中心 (PGC) 十字路口的性能

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI: 10.33084/mits.v11i3.4900

Azia Novia Riza, A. Utami, A. Nurhidayat

{"title":"Analisis Kinerja Simpang Bersinyal Pusat Grosir Cililitan (PGC) Jalan Dewi Sartika - Jalan Raya Bogor Dengan Metode PKJI 2014 Dan Pemodelan Menggunakan PTV VISSIM","authors":"Azia Novia Riza, A. Utami, A. Nurhidayat","doi":"10.33084/mits.v11i3.4900","DOIUrl":"https://doi.org/10.33084/mits.v11i3.4900","url":null,"abstract":"Pusat Grosir Cililitan (PGC) signalized intersection is one of the 67 traffic-prone locations located in DKI Jakarta Province, this is because in this intersection there are many business centers in Cililitan such as factories, malls, SMEs, markets, street vendors, and schools that operate which causes poor interchange performance. Poor interchange performance leads to queue length, delays, fuel wastage and time loss due to congestion. This research was conducted to analyze and optimize intersections using the PKJI 2014 method and the Student version of PTV Vissim Software. Based on the results of the study, the largest saturation degree (DS) value was obtained, namely 2,298 skr / hour, queue length (QL) of 130.84 meters, the largest average deviation delay (Dsimpang) of 361.65 s / skr. Meanwhile, the results of one of the optimizations of the intersection provide an alternative to the optimization of the interchange performance by changing the previously 4-phase phase to 2-phase and eliminating the movement of the right turn, and a decrease in delay to 48.85 seconds / skr and a change in the interchange performance category from LoS F to LoS E.","PeriodicalId":380506,"journal":{"name":"Media Ilmiah Teknik Sipil","volume":"3 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139332543","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Perbandingan Tindakan (Practices) Berjalan Kaki Sebelum Dan Di Masa Pandemi Covid-19 Berdasarkan Gender (Studi Kasus: Mahasiswa Universitas Komputer Indonesia) 基于性别的Covid-19大流行的实地比较(案例研究:印尼计算机大学学生)

Media Ilmiah Teknik Sipil Pub Date : 2023-06-14 DOI: 10.33084/mits.v11i2.4125

Mohamad Donie Aulia, Romeiza Syafiharti, Pipih Paliah

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Pengaruh Retakan Terhadap Nilai Kohesi Dan Sudut Geser Internal Pada Peristiwa Kelongsoran Lereng 裂纹对溃烂率事件内部的内切面值和斜率的影响

Media Ilmiah Teknik Sipil Pub Date : 2023-06-14 DOI: 10.33084/mits.v11i2.4846

Rizkan Maulidi Ansyari

{"title":"Pengaruh Retakan Terhadap Nilai Kohesi Dan Sudut Geser Internal Pada Peristiwa Kelongsoran Lereng","authors":"Rizkan Maulidi Ansyari","doi":"10.33084/mits.v11i2.4846","DOIUrl":"https://doi.org/10.33084/mits.v11i2.4846","url":null,"abstract":"Avalanche often happened during a small crack on the slope. The increasing of crack’s propagation impact the cohesion and internal friction angle which causing the soil on the slope shrinkage on its strength to shift and this could cause the avalanche on the slope. There are several inquiries had been conducted in the laboratory to further study the effect of the crack’s propagation towards cohesion and internal friction angle. The inquiry in the laboratory conducted using fricative test equipment with variation of crack’s propagation. The soil sample that were tested was from Lok Buntar village, Banjar district, South Kalimantan within the varied crack’s propagation. The cohesion value and internal friction angle from the inquiry were analyzed using Fellinius method using slope model from avalanche restoration project at Muara Teweh - Benangin road border, East Kalimantan. The result of the inquiry from the laboratory showed that the increasing of the crack’s propagation decreased the cohesion and internal friction angle, this put the safety factor of the slope in a critical condition with crack at 60%. This research is expected to be able to contribute on the prevention of the upcoming avalanche on a similar soil type and model","PeriodicalId":380506,"journal":{"name":"Media Ilmiah Teknik Sipil","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117138258","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Optimasi Upah Dan Tenaga Kerja Pada Proyek Perumahan Graha Famili Surabaya 泗水家族格拉哈住房项目的工资和劳动力优化

Media Ilmiah Teknik Sipil Pub Date : 2023-06-14 DOI: 10.33084/mits.v11i2.4248

Diah Listyaningsih, Anton Sulistiawan, M. Aulady

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Analisis Daya Dukung Fondasi Bored Pile Pada Rumah Sakit Sultan Imanuddin Pangkalan Bun

Media Ilmiah Teknik Sipil Pub Date : 2023-06-14 DOI: 10.33084/mits.v11i2.4393

Tenty Tamara Andriani, F. Sarie, S. Gandi

{"title":"Analisis Daya Dukung Fondasi Bored Pile Pada Rumah Sakit Sultan Imanuddin Pangkalan Bun","authors":"Tenty Tamara Andriani, F. Sarie, S. Gandi","doi":"10.33084/mits.v11i2.4393","DOIUrl":"https://doi.org/10.33084/mits.v11i2.4393","url":null,"abstract":"This study intended to analyze the bearing capacity of single bored pile, the bearing capacity of the bored pile group, the load carried, the safety factor, and the settlement that occurs. The first calculation method is Schmertmann and Nottingham method, and the second calculation method is Meyerhof method. Based on the calculation of the bearing capacity of a single bored pile using the Schmertmann and Nottingham method obtained a value Qu = 49005,88 kN, while the Meyerhof method obtained a value Qu = 1633.71 kN. The calculation results for bearing capacity of the pile group using the Schmertmann and Nottingham method obtained a value Qg = 164169,70 kN and the Meyerhof method obtained a value Qg = 5472.93 kN. The results of the load carried by the bored pile group using Schmertmann and Nottingham method is Qi = 353.98 kN ≤ Qg = 164169.70 kN which means it’s still within safe limits. Using the Meyerhof method is Qi = 353.98 kN ≤ Qg = 5472.93 kN which means it is still within safe limits. The safety factor using the Schmertmann and Nottingham method obtained SF = 463.78 and using the Meyerhof method obtained SF = 15.46 which means it is very safe. Total settlement of a single bored pile is S = 0.0142 m ≤ 0.04 m which means it is safe. And the settlement of the bored pile group is Sg = 0.03 m ≤ 0.08 m which also means it is safe","PeriodicalId":380506,"journal":{"name":"Media Ilmiah Teknik Sipil","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133232351","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Pondasi Sumuran Sebagai Solusi Pada Jenis Tanah Berpasir Dengan Muka Air Tanah Tinggi 英联邦基金会是解决高水位沙土类型的解决方案

Media Ilmiah Teknik Sipil Pub Date : 2023-06-14 DOI: 10.33084/mits.v11i2.4454

Hikmatul Lailiya, A. I. Candra, Khoirun Nisa, Rina Dwi Fatika, M. Fahmi, Ricky Putra Ardianto, Ogest Tegar Widyakrama

{"title":"Pondasi Sumuran Sebagai Solusi Pada Jenis Tanah Berpasir Dengan Muka Air Tanah Tinggi","authors":"Hikmatul Lailiya, A. I. Candra, Khoirun Nisa, Rina Dwi Fatika, M. Fahmi, Ricky Putra Ardianto, Ogest Tegar Widyakrama","doi":"10.33084/mits.v11i2.4454","DOIUrl":"https://doi.org/10.33084/mits.v11i2.4454","url":null,"abstract":"Soil conditions have an important influence on foundation planning in shophouse construction. Sandy soil with a high groundwater table is a problem because it has a low bearing capacity and is difficult for foundation casting. The aim of the research is to plan a proper foundation. This research by taking samples for testing compaction and shear strength. The test results are used to analyze the existing foundation planning. If the bearing capacity value does not meet the load assumption of 100 t/m2, then a re-planning is carried out with a minipile well foundation. The results of the research show that the existing foundation is a palm type foundation and the bearing capacity value is not fulfilled. So that the modification of the well foundation in the form of a minipile was carried out and the soil carrying capacity was obtained at 36.61 t/m2. To be able to withstand the load of the structure, it is necessary to plan the use of 3 minipiles, so that a value of 109.82 t/m2 is obtained which indicates the foundation is suitable for use. The results of this study can be used as a reference for planning foundations with sandy soil conditions with a high water table.","PeriodicalId":380506,"journal":{"name":"Media Ilmiah Teknik Sipil","volume":"55 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129500662","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0