Nusantara Civil Engineering Journal最新文献

Swelling-shrinkage behavior analysis of marl and its residual soil at Sentolo Formation, Nanggulan, Kulon Progo 库仑普洛戈南古兰森托洛组泥灰岩及其残积土胀缩特性分析

Nusantara Civil Engineering Journal Pub Date : 2023-10-24 DOI: 10.32487/nuce.v2i02.545

Hakim Erlangga Bernado Sakti

引用次数: 0

Comporative Analysis of Slope Enforcement Between Gravity Wall With Gabions and Borepile on Samarinda – Bontang Axis Road Slide Sta. 3+450 萨迈林达-邦塘轴道滑坡道3+450段格宾笼重力墙与钻孔机加坡比较分析

Nusantara Civil Engineering Journal Pub Date : 2023-10-08 DOI: 10.32487/nuce.v2i02.492

Muhammad Rama Al Irsyad, Tatag Yufitra Rus, Muhamad Isram Ain

{"title":"Comporative Analysis of Slope Enforcement Between Gravity Wall With Gabions and Borepile on Samarinda – Bontang Axis Road Slide Sta. 3+450","authors":"Muhammad Rama Al Irsyad, Tatag Yufitra Rus, Muhamad Isram Ain","doi":"10.32487/nuce.v2i02.492","DOIUrl":"https://doi.org/10.32487/nuce.v2i02.492","url":null,"abstract":"Jalan poros Samarinda – Bontang merupakan jalan nasional yang menghubungkan kota Samarinda dan kota Bontang. Longsoran yang terjadi di Sta.3+450 dapat membahayakan pengguna jalan. Diperlukan suatu penanganan untuk meningkatkan stabilitas lereng tersebut dengan melakukan analisa stabilitas lereng dengan menggunakan aplikasi plaxis 2D. Penelitian ini bertujuan untuk mengetahui nilai faktor keamanan stabilitas lereng setelah menggunakan perkuatan existing pasangan batu dan dinding penahan tanah bronjong dengan bore pile. Parameter tanah yang digunakan adalah model parameter Hardening Soil (HS) Undrained B. Tanah dibagi kedalam tiga lapisan dengan konsistensi lapisan lempung kelanauan bercampur laterit (0-2 m), lempung berpasir (2-6 m), dan batu lempung (6-16 m). Pada analisis stabilitas lereng menggunakan nilai beban lalu lintas sebesar 100 kN/m2 berpengaruh terhadap stabilitas lereng. Dari hasil analisis didapatkan nilai faktor keamanan stabilitas lereng dengan perkuatan existing pasangan batu sebesar 1,346 < 1,5 dimana nilai tersebut dikategorikan tidak aman. Hasil analisis stabilitas lereng dengan perkuatan dinding penahan tanah bronjong dan bore pile didapatkan nilai faktor keamanan sebesar 1,604 > 1,5 bahwa perkuatan stabilitas lereng tersebut dikategorikan aman karena memenuhi syarat angka keamanan sebesar 1,5 (Safety Factor > 1,5).","PeriodicalId":481502,"journal":{"name":"Nusantara Civil Engineering Journal","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135252303","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

Risk Analysis of Occupational Health and Safety (OHS) The Construction of the Road in Dumai City (Case Study: Sp. Batang – Sp. Kulim, Sp. Batang – Sp. Terminal and Bts. City of Dumai – Duri) 杜麦市公路建设职业健康安全风险分析(以巴塘-库林、巴塘-码头、Bts为例)杜迈市-杜里)

Nusantara Civil Engineering Journal Pub Date : 2023-10-08 DOI: 10.32487/nuce.v2i02.491

Sofie Ulfany, Gunawan Guanawan, Mutia Lisya

{"title":"Risk Analysis of Occupational Health and Safety (OHS) The Construction of the Road in Dumai City (Case Study: Sp. Batang – Sp. Kulim, Sp. Batang – Sp. Terminal and Bts. City of Dumai – Duri)","authors":"Sofie Ulfany, Gunawan Guanawan, Mutia Lisya","doi":"10.32487/nuce.v2i02.491","DOIUrl":"https://doi.org/10.32487/nuce.v2i02.491","url":null,"abstract":"The rapid development of the construction industry brings not only benefits but also risks. This study will analyze the risks and risk controls that occur in the management of occupational safety and health of road construction projects in the City of Dumai. The method used in this study is qualitative by using a decision tree classification algorithm. The results showed that the main determining variable for the frequency of work accidents on the Dumai City road project was getting hit by a mobilized dump truck, while other risks were traffic jams, being hit by a vibro roller, workers' skin exposed to hazardous materials, and inhalation of hazardous material dust with the results of predictive accuracy and the results of the reality on the ground, namely the frequency of work accidents that occurred in the Dumai city road project, namely 66.67%. The risk control is based on the element requirements of the OHSAS 18001: 2007 Occupational Safety Management System, namely substitution, engineering, administrative controls, and personal protective equipment (PPE).","PeriodicalId":481502,"journal":{"name":"Nusantara Civil Engineering Journal","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135252299","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

Double Track Railway Planning Between Solo Balapan – Adi Soemarmo International Airport 索罗巴拉潘至阿迪苏马莫国际机场的双轨铁路规划

Nusantara Civil Engineering Journal Pub Date : 2023-10-08 DOI: 10.32487/nuce.v2i02.506

Sara Wibawaning Respati, Muhamad Isram Ain, Andhika Yasisara

{"title":"Double Track Railway Planning Between Solo Balapan – Adi Soemarmo International Airport","authors":"Sara Wibawaning Respati, Muhamad Isram Ain, Andhika Yasisara","doi":"10.32487/nuce.v2i02.506","DOIUrl":"https://doi.org/10.32487/nuce.v2i02.506","url":null,"abstract":"Dengan meningkatnya perekonomian di Pulau Jawa, maka meningkat pula perjalanan antar kota bahkan ke luar negeri menggunakan moda transportasi pesawat terbang dari dan ke pulau Jawa. Dengan demikian, tingginya jumlah penumpang dapat ditemukan di beberapa bandara besar diantara lain adalah Bandara Yogyakarta Internasional Airport, Bandar Udara Soekarno Hatta dan Bandar Udara Internasional Juanda. Bandara tersebut menjadi bandara pengumpul serta menjadi bandara transit untuk rute perjalanan dari bandara – bandara kecil di Pulau Jawa ke tujuan Indonesia Timur ataupun Indonesia Barat bahkan luar negeri. Untuk mengurangi kepadatan penumpang di keempat bandara tersebut, pemerintah mulai mentargetkan agar bandara – bandara lain yang ada di Pulau Jawa menjadi bandar udara pengumpul, salah satunya adalah Bandara Adi Soemarno di Surakarta. Pada Tugas Akhir ini, akan direncanakan jalur rel kereta api ganda atau double track dari Stasiun Solo Balapan sampai Stasiun Bandara Internasional Adi Soemarmo. \u0000Jalur rel ganda kereta api ini merupakan hasil dari pemilihan dua trase kemudian dipilih satu dari yang terbaik dengan pertimbangan kriteria menggunakan metode Multy Criteria Analysis. Kriteria yang dipakai berdasarkan atas dasar jarak, dan permintaan atau demand penumpang kereta api bandara. Dari trase yang terpilih ini dilakukan analisa perhitungan meliputi desain perencanaan geometrik rel kereta api diantaranya adalah perhitungan alinyemen horizontal dan alinyemen vertikal berdasarkan peraturan terkait seperti seperti PM No. 60 Tahun 2012, PM No. 29 Tahun 2011, PM No. 78 Tahun 2014, dan peraturan perencanaan lainnya yang masih terkait dengan perencanaan pembangunan jalan kereta api. \u0000Kata Kunci : Kereta Api Bandara, Stasiun Solo Balapan, Double Track, Geometrik Jalan Rel Kereta Api","PeriodicalId":481502,"journal":{"name":"Nusantara Civil Engineering Journal","volume":"44 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135252300","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

The Settlement Behavior Using Replacement Embankment with Mortar Foam and Geofoam using LISA FEA 用LISA有限元分析砂浆泡沫和土工泡沫替代路堤的沉降行为

Nusantara Civil Engineering Journal Pub Date : 2023-10-08 DOI: 10.32487/nuce.v2i02.484

Aco Wahyudi Efendi

引用次数: 0

Overview of the Function of Traffic Signs and Markers in Bengkalis City to the Level of Understanding of the Community: a case study of urban roads in Bengkalis District 孟加拉城市交通标志和标志在社区理解层面的作用综述——以孟加拉地区城市道路为例

Nusantara Civil Engineering Journal Pub Date : 2023-10-08 DOI: 10.32487/nuce.v2i02.489

Arsyistawa Arsyistawa, Faizal Ananda

引用次数: 0

The Analysis of Slope Stability using The Simplified Bishop Method and Geometry of Retaining Walls in Palaran District, Samarinda City, East Kalimantan Province 基于简化主教法和挡土墙几何的东加里曼丹省萨玛林达市帕拉兰区边坡稳定性分析

Nusantara Civil Engineering Journal Pub Date : 2023-01-26 DOI: 10.32487/nuce.v2i1.450

Akbar Ilham, Tommy Trides, Harjuni Hasan, Revia Oktaviani, Albertus Juvensius Pontus

{"title":"The Analysis of Slope Stability using The Simplified Bishop Method and Geometry of Retaining Walls in Palaran District, Samarinda City, East Kalimantan Province","authors":"Akbar Ilham, Tommy Trides, Harjuni Hasan, Revia Oktaviani, Albertus Juvensius Pontus","doi":"10.32487/nuce.v2i1.450","DOIUrl":"https://doi.org/10.32487/nuce.v2i1.450","url":null,"abstract":"Landslide is one of the natural disasters that often occurs on natural and artificial slopes. This landslide occurs due to an imbalance of forces acting on the slope or the actuator in the slope area is greater than the resisting force on the slope. Handling needs to be done to avoid landslides, one of which is making a retaining wall. Based on the data obtained from the results of the tests and calculations that have been carried out, the value of the slope safety factor at the research location is 0.397. This value is the value of the unsafe factor of safety (Avalanche). So it is necessary to design a retaining wall with dimensions in between, namely for H = 7 m, H1 = 0.7 m, H2 = 6.3 m, H3 = 1.6 m, H4 = 0.7 m, H5 = 4.9 m, H6 = 2.6 m, H7 = 0.5 m, H8 = 2.5 m, H9 = 3.8 m, and D = 2.5 m. And the results of calculating the stability of the retaining wall that has been designed are obtained for Stability Against Overturning, namely 4.37 > 1.5 (Safe), Stability Against Shifting, namely 2.21 > 2 (Safe), and Stability Against Soil Bearing Capacity, namely 4.14 > 3 (Safe).","PeriodicalId":481502,"journal":{"name":"Nusantara Civil Engineering Journal","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135998459","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