Fondasi : Jurnal Teknik Sipil最新文献_第2页

The Effect of Rainwater in Concrete Mixture on Concrete Compressive Strength 混凝土混合料中雨水对混凝土抗压强度的影响

Fondasi : Jurnal Teknik Sipil Pub Date : 2023-05-24 DOI: 10.36055/fondasi.v12i1.19561

Adde Currie Siregar, Ulwiyah Wahdah Mufassirin Liana, Santi Yatnikasari, F. Agustina, Annisa A. Rahma

引用次数: 0

The Effect of Palm Fibers on Concrete Compressive Strength 棕榈纤维对混凝土抗压强度的影响

Fondasi : Jurnal Teknik Sipil Pub Date : 2023-05-24 DOI: 10.36055/fondasi.v12i1.19476

M. Mukhlis, Zulfira Mirani, L. Lusyana, A. Safira, Rifqie Adityo Fawzar

引用次数: 0

Twentieth-century modern-colonial irrigation development in Banten: Technological review of Pamarayan old stuwdam 20世纪万丹现代殖民时期的灌溉发展:帕玛拉雅旧水坝的技术回顾

Fondasi : Jurnal Teknik Sipil Pub Date : 2023-05-24 DOI: 10.36055/fondasi.v12i1.19648

M. Syahid, R. Wigati

引用次数: 0

Redesigning the Production Warehouse and Packaging House at the Agricultural Office of the Main Hall of Food Crops and Horticultural in Banten Province 万丹省粮食作物和园艺大厅农业办公室生产仓库和包装屋的重新设计

Fondasi : Jurnal Teknik Sipil Pub Date : 2023-05-24 DOI: 10.36055/fondasi.v12i1.19548

Zulmahdi Darwis, W. Fathonah, Hendrian Budi Bagus Kuncoro, Reza Zulfathir

引用次数: 0

Flood Risk Indices Mapping of Lebak Regency, Banten Province 万丹省勒巴克县洪水风险指数制图

Fondasi : Jurnal Teknik Sipil Pub Date : 2023-05-24 DOI: 10.36055/fondasi.v12i1.19640

Yovi Maulana, Ngakan Putu Purnaditya, R. Wigati, Subekti Subekti, B. Priyambodho

引用次数: 0

Studi Bentuk Fondasi Dangkal di Atas Tanah Pasir Dengan Model Eksperimen 用实验模型研究沙土表面的地基形式

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI: 10.36055/fondasi.v11i2.9034

Soewignjo Agus Nugroho, Ferry ' Fatnanta

{"title":"Studi Bentuk Fondasi Dangkal di Atas Tanah Pasir Dengan Model Eksperimen","authors":"Soewignjo Agus Nugroho, Ferry ' Fatnanta","doi":"10.36055/fondasi.v11i2.9034","DOIUrl":"https://doi.org/10.36055/fondasi.v11i2.9034","url":null,"abstract":"Load distribution of shallow foundations occurs along the width of the foundation. Several shapes of shallow foundations for example strip, square, and rectangular were made to analyze the effect of the foundation shape on the same footing area on bearing capacity of the shallow foundation due to vertical centric loads. The influence of the shape of the foundation on the bearing capacity was introduced by Terzaghi, Meyerhof, Brinch-Hansen, and Vesic. Experiment model on sand in the laboratory is carried out by making 3 (three) circular, square and rectangular foundation models with 3 (three) different areas of 100 cm 2 , 150 cm 2 and 200 cm 2 . The results of the physical model test show that the square shape can support a larger load than other tread forms in same footing area. Increasing the area of 50% will increase the bearing capacity of the foundation by 102% and the foundation with a double footing area, the bearing capacity of the foundation will increase by 157%. Increasing bearing capacity rectangular shape is the highest. There are differences results of prototype models and empirical formulas, where the empirical formulas, rising of bearing capacity shallow foundation higher than experiment models due to increasing footing area. The interpretation of load versus settlement using the Chin method shows that the results are close to the value of the foundation bearing capacity using the Hansen method.","PeriodicalId":231649,"journal":{"name":"Fondasi : Jurnal Teknik Sipil","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125338319","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

Penataan Kawasan Terminal Terpadu Merak Berbasis Transit Oriented Development (Tod) Sebagai Upaya Pengembangan Sistem Angkutan Massal di Provinsi Banten

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI: 10.36055/fondasi.v11i2.17113

Dwi Esti Intari, Rifky Ujianto, M. Abdullah

{"title":"Penataan Kawasan Terminal Terpadu Merak Berbasis Transit Oriented Development (Tod) Sebagai Upaya Pengembangan Sistem Angkutan Massal di Provinsi Banten","authors":"Dwi Esti Intari, Rifky Ujianto, M. Abdullah","doi":"10.36055/fondasi.v11i2.17113","DOIUrl":"https://doi.org/10.36055/fondasi.v11i2.17113","url":null,"abstract":"Cilegon city continues to overcome the problem of solid traffic flow caused by the use of private vehicles that exceed the use of public transport. The location of the transit point in Cilegon is Terminal Terpadu Merak located in the Merak area. The solution to parse the traffic density is by implementing transit oriented development (TOD) concept which by optimizing transit point integration to facilitate the accessibility of passengers. This research aims to determine the characteristics that have been implemented in the Merak area and identify the characteristics of passengers in Terminal Terpadu Merak, as well as to analyse the efforts that need to be done in order to Merak area in accordance with the concept of transit oriented development. The method used is the mix method, combining quantitative analysis to determine the characteristics of bus passengers in Terminal Terpadu Merak and qualitative analysis of observations on the principle of transit oriented development (TOD) that has been applied in the research area. The results of this research show that the area of Terminal Terpadu Merak is categorized as transit oriented development (TOD) with the Silver Standard class with the characteristics of majority passengers aiming to work. Of the eight principles assessed, the pedestrian facilities and cyclists have not yet fulfilled the criteria have not even been available as well as the absence of public open spaces. So it needs to be repaired related to some issues to optimize an area of transit oriented development (TOD).","PeriodicalId":231649,"journal":{"name":"Fondasi : Jurnal Teknik Sipil","volume":"53 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128546095","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

Hubungan Klasifikasi RMR dan Faktor Keamanan Terhadap Penentuan Geometri Lereng Tambang Terbuka (Studi Kasus: Tambang Terbuka Batubara Desa Kebur, Kecamatan Merapi Barat, Kabupaten Lahat, Provinsi Sumatera Selatan) RMR分类关系和安全因素决定露天石矿的几何坡度(案例研究:开矿采煤、南苏门答腊拉哈区西默拉皮街道)

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI: 10.36055/fondasi.v11i2.16751

Rahmad Dwi Prasetyo, Fikri Faris, A. Rifa’i

{"title":"Hubungan Klasifikasi RMR dan Faktor Keamanan Terhadap Penentuan Geometri Lereng Tambang Terbuka (Studi Kasus: Tambang Terbuka Batubara Desa Kebur, Kecamatan Merapi Barat, Kabupaten Lahat, Provinsi Sumatera Selatan)","authors":"Rahmad Dwi Prasetyo, Fikri Faris, A. Rifa’i","doi":"10.36055/fondasi.v11i2.16751","DOIUrl":"https://doi.org/10.36055/fondasi.v11i2.16751","url":null,"abstract":"tidak -1, -3 tidak memerlukan geometri lereng ABSTRACT Rock Mass Rating (RMR) classification is one of the classifications used in rock mass classification. The geometry of the rock mass on a slope needs to be considered in the analysis of slope stability. Slope geometry recommendations are needed to obtain a safe and stable slope safety factor in static, dynamic, and probability conditions according to KEPMEN 1827 K/30/MEM/2018. This research was conducted at the location of the open-pit coal mining Mining Business Permit (IUP) in Kebur Village, West Merapi District, Lahat Regency, South Sumatra Province. require a change in slope geometry, while PIT-1, PIT-5, and PIT-3 require a change in slope geometry. The better the rock mass class, the higher the safety factor value, so that the slope geometry does not require changes. The recommended slope geometry used is the original slope for PIT-2 and PIT-4, a slope with a geometric slope of 55⁰ for PIT-1, and a slope with a geometric slope of 50⁰ for PIT-3 and PIT-5.","PeriodicalId":231649,"journal":{"name":"Fondasi : Jurnal Teknik Sipil","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130154683","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 Pengaruh Serbuk Kayu Sebagai Bahan Tambah Agregat Halus Terhadap Kuat Tekan Beton

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI: 10.36055/fondasi.v11i2.16745

Rilly Augustin Amilia, Utari Sriwijaya Minaka

{"title":"Analisis Pengaruh Serbuk Kayu Sebagai Bahan Tambah Agregat Halus Terhadap Kuat Tekan Beton","authors":"Rilly Augustin Amilia, Utari Sriwijaya Minaka","doi":"10.36055/fondasi.v11i2.16745","DOIUrl":"https://doi.org/10.36055/fondasi.v11i2.16745","url":null,"abstract":"Sawdust (serbuk kayu) is the dregs of the production of the timber industry which has not been used optimally. Therefore, in this study, the use of sawdust waste was developed as an additive to fine aggregate in the hope of increasing the compressive strength of concrete and reducing the accumulation of sawdust waste in the community. The main purpose of using sawdust waste is to find out how strong the results of the comparison value obtained by the variation of sawdust concrete are with the compressive strength value of normal concrete. Variations in addition of sawdust used were 0.3% and 0.6%. From the analysis of the average compressive strength that has been carried out when the concrete age reaches 28 days, normal concrete gets a value of 16.55 MPa, 0.3% sawdust variation gets a value of 15.02 MPa and wood powder variation concrete 0, 6% reached a value of 17.42 mpa. The percentage value of the comparison obtained from the compressive strength of normal concrete and 0.3% sawdust substituted concrete decreased by -9.24%, while the percentage value of the compressive strength of normal concrete and 0.6% sawdust substituted concrete increased against compressive strength of 5.26%.","PeriodicalId":231649,"journal":{"name":"Fondasi : Jurnal Teknik Sipil","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125620542","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: 1

Pengaruh Tenaga Kerja dan Material Terhadap Kecelakaan Kerja 人力和物力对工作事故的影响

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI: 10.36055/fondasi.v11i2.17099

Andi Maddeppungeng, Siti Asyiah, Agus Radifta Regiansyah

引用次数: 0