Jurnal Ilmiah Teknik Sipil最新文献

{"title":"ANALISIS PERENCANAAN PERKERASAN LENTUR PEMBANGUNAN RUAS JALAN KUTABANGUN-KUTAKENDIT LIANG MELAS DATAS KABUPATEN KARO","authors":"Benyamin Ginting, Daniel P. Sembiring, Semangat M.T Debataraja, Yusuf Aulia Lubis","doi":"10.46930/tekniksipil.v11i2.3591","DOIUrl":"https://doi.org/10.46930/tekniksipil.v11i2.3591","url":null,"abstract":"Infrastuktur sangatlah berpengaruh dalam proses peningkatan ekonomi serta akses akitivitas suatu daerah seperti Kabupaten Karo terkhususnya pada Ruas Jalan Kutabangun-Kutakendit di titik Desa Pola Tebu STA 0+000 – 2+000. Studi ini bertujuann untuk mengetahui kondisi infrastuktur jalan dan Perencanaan Pembangunan Ruas Jalan yang dimana sebagai sarana akses masyarakat sekitar untuk memasarkan hasil pertanian. Dalam studi ini direncanakan tebal perkerasan lentur dengan Metode Manual Desain Perkerasan Bina Marga Revisi 2017 dan Metode Manual Desain Perekrasan AASHTO 1993. Berdasarkan hasil analisa dan perhitungan maka didapatkan hasil pada Manual Desain Perkerasan Bina Marga Revisi 2017 untuk Lapisan Permukaan diperoleh tebal 100 mm, Lapisan Pondasi Atas diperoleh tebal 400 mm, dan Timbunan Urugan diperoleh tebal 175 mm. sedangkan pada Metode Manual Desain Perkerasan AASHTO 1993 yaitu Lapisan Permukaan diperoleh tebal 110 mm, Lapisan Pondasi Atas diperoleh tebal 230 mm, Lapis Pondasi Bawah diperoleh tebal 260 mm dan Timbunan Urugan 100 mm.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135002149","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}

{"title":"ABRASI CAMPURAN ASPAL BETON DENGAN ALAT ROTATION ABRASION TEST","authors":"H. Susanto","doi":"10.24843/jits.2023.v27.i01.p09","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p09","url":null,"abstract":"","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44174962","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}

{"title":"STANDAR KOMPETENSI SDM PENYELENGGARA PERKERETAAPIAN MODERN","authors":"Nahry Nahry","doi":"10.24843/jits.2023.v27.i01.p08","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p08","url":null,"abstract":"The impact of industry 4.0 is very significant on the use of human resources (HR) due to changes in the technology used, including the presence of modern railways. The development of railway technology in Indonesia is increasing rapidly. HR related to the implementation of modern railways requires additional competence in order to ensure the safety of the transportation system. This study is intended to analyze the need for HR standards of competency in the modern railway sector and evaluate the readiness of the regulator in preparing its human resources. Standards of competency are identified using Gap Analysis through benchmarking. Meanwhile, SWOT Analysis is used to evaluate the HR preparation. The results of the analysis show that there are 6 core technologies of modern railways that distinguish modern railways from conventional ones, namely Civil infrastructure and tracks, Rolling Stock, Electric power facilities, Signaling and telecommunication facilities, Operation Control Center, and ICT (Information and Communications Technology) System. The HR competency on modern railways must be able to support the use of these core technologies. Eleven main functions of modern railways HR and their respective competencies are developed. These additional competencies include aspects of safety, ICT, integrated systems, and working culture. SWOT analysis result shows that the organization is still weak internally but has opportunities from external parties. The biggest opportunity is the high demand from the industry and operators for certified HR. Its strength is only in terms of the contribution of the Education and Training Institutions which is considerable in meeting market needs. Almost all elements of the Input-Process-Output-Outcomes of Education and Training aspects identified in this study are still weak, although with varying degrees of weaknesses. The main weakness from the education and training side is the limited budget and the lack of competence of  regulators and training instructors, as well as the education and training curriculum and syllabus that still need to be prepared. The quality of education and training facilities is also a major weakness. The main weakness in terms of regulation is that the SKKNI is not yet prepared. This study recommends the need to prepare HR that meet the standards of competency, including increasing the role and capacity of education and training institution, the role and preparation of regulators, as well as the need for SKKNI.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47597588","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}

{"title":"EVALUASI KINERJA SALURAN DRAINASE PADA KAWASAN PERMUKIMAN MEKAR JAYA, DESA PEMOGAN, DENPASAR SELATAN","authors":"Putu Doddy Heka Ardana","doi":"10.24843/jits.2023.v27.i01.p04","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p04","url":null,"abstract":"Perumahan di Banjar Mekar Jaya, Desa Pemogan dengan luas wilayah 66 Ha merupakan daerah padat penduduk. Pada saat musim penghujan, kejadian banjir atau genangan pada jalan Mekar Jaya selalu berulang karena diperkirakan sistem drainase eksisting berkinerja kurang baik. Penelitian ini menggunakan pendekatan deskriptif kuantitatif dengan menerapkan analisis hidrologi dan hidrolika untuk mengetahui kinerja saluran drainase sekaligus dapat merencanakan dimensi optimal pada saluran drainase di perumahan Mekar Jaya. Hasil penelitian menunjukkan bahwa terdapat deviasi antara debit saluran eksisting dan debit banjir rancangan dimana debit saluran eksisting lebih kecil dari debit banjir rancangan dan kemiringan eksisting saluran cenderung landai yakni sekitar 0,0002 meter yang menyebabkan saluran eksisting tidak mampu mengalirkan air hujan maupun air limbah masyarakat. Berdasarkan hasil analisis didapatkan bahwa sembilan segmen saluran drainase di Mekar Jaya (segmen A – I) memiliki kapasitas yang kurang terhadap debit rencana yang akan masuk pada saluran yakni pada saluran A – I dimana kapasitas total hanya dapat menampung debit aliran sebesar 5,480 m3/dt sedangkan debit rencana total pada saluran A - I adalah 5,870 m3/dt sehingga perlu dilakukan koreksi dimensi sepanjang saluran tersebut. Berdasarkan analisis perbaikan dimensi saluran drainase didapatkan penampang optimal saluran drainase pada ruas di jalan Mekar Jaya yaitu dengan lebar saluran 3,54 meter dan tingi saluran 1,77 meter yang dapat menerima debit keluaran (outlet) sebesar 5,877 m3/detik.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47261352","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}

{"title":"EVALUASI KINERJA STRUKTUR RANGKA BETON BERTULANG BALOK LEBAR DENGAN DISTRIBUSI BEBAN PELAT SATU DAN DUA ARAH","authors":"I. K. Sudarsana, G. A. Susila, I. W. Widiantara, I. G. G. Wiryadi","doi":"10.24843/jits.2023.v27.i01.p15","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p15","url":null,"abstract":"A reinforced concrete frame building system using wide beams is a solution for buildings with limited heights to get a larger number of stories, a higher distance between stories, and flexibility in installing architectural elements and MEP. This analytical study was conducted to evaluate the behavior and performance of open-frame structures with wide beams for one-way and two-way slab system conditions. This study was carried out using a structural analysis program by applying linear and nonlinear analyzes to four models of a five-story structure with square columns, which varied in beam dimensions and slab systems. The variations considered are normal beam with one-way slab system (1wSN), normal beam with two-way slab system (2wSN), wide beam with one-way slab system (1wSW), and wide beam with two-way slab system (2wSW). All structural elements are designed to follow and meet the criteria of the  Indonesian Building Codes, which are then followed by a non-linear static pushover analysis to obtain the performance of each structural model. The results of the analysis show that a structure with wide beams has greater deformation than a structure with normal beams with a faster achievement of collapse conditions so that the ductility of the structure also becomes lower. This is caused by the stiffness of the wide beam-column joints is lower than that of the normal beam-column joints. The use of one-way or two-way slab systems on structures with wide beams does not have a significant effect","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46781127","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}

{"title":"ANALISIS PENENTUAN LOKASI PEMBANGUNAN PASAR INDUK KABUPATEN BADUNG DARI ASPEK TRANSPORTASI","authors":"W. Gede, Darma Yoga","doi":"10.24843/jits.2023.v27.i01.p11","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p11","url":null,"abstract":":","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42993189","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}

{"title":"PENGARUH KOORDINASI KINERJA TERHADAP KEBERHASILAN PROYEK KONSTRUKSI DI JAWA TENGAH DAN DAERAH ISTIMEWA YOGYAKARTA","authors":"Emeliano Maria Gusmao De Oliveira","doi":"10.24843/jits.2023.v27.i01.p10","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p10","url":null,"abstract":"","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46553013","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}

{"title":"ANALISIS KEPUASAN MASYARAKAT PENGGUNA LAYANAN OJEK ONLINE DI KAWASAN WISATA KUTA","authors":"I. B. Wirahaji","doi":"10.24843/jits.2023.v27.i01.p13","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p13","url":null,"abstract":"","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42790372","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}

{"title":"PEMETAAN RISIKO BENCANA TSUNAMI BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) DI DESA TANGKAS KLUNGKUNG","authors":"Ariany Frederika","doi":"10.24843/jits.2023.v27.i01.p12","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p12","url":null,"abstract":"Desa Tangkas adalah sebuah area seluas 2,47 km2 yang terletak di Kabupaten Klungkung, Bali sekaligus menjadi Kawasan Rawan Bencana Erupsi (KRB I) Gunung Agung. Lokasinya yang dilintasi Sungai Unda dan dekat dengan pesisir pantai menjadikan daerah ini memiliki nilai tambah dalam kerentanan Tsunami. Selain itu, keterpaparan tsunami juga dapat diamati berdasarkan ketinggian dan kelandaian lereng yang dimiliki. Dengan demikian, tujuan penelitian ini melakukan pemetaan tingkat bahaya bencana tsunami yang diperlukan sebagai salah satu sarana dalam pengurangan risiko bencana di tingkat desa sesuai dengan Peraturan Kepala BNPB No.1 Tahun 2012 tentang Desa Tangguh Bencana. Proses pemetaan dilakukan menggunakan peta model elevasi digital dan peta wilayah yang diperoleh dari Badan Informasi Geospasial. Metode yang dipergunakan adalah overlay dan skoring. Analisis pemetaan tiap parameter risiko bencana secara digital yang dilakukan menghasilkan peta zona dan indeks keterpaparan bencana tsunami di Desa Tangkas sebagai rekomendasi pemetaan jalur evakuasi dan pembangunan infrastruktur desa.","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45953118","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}

{"title":"PERBANDINGAN PERILAKU STRUKTUR DINDING TERKEKANG DAN RANGKA DINDING PENGISI PADA BANGUNAN 4 LANTAI","authors":"I. B. R. Widiarsa, M. Sukrawa, I. K. Sudarsana, A. Dewi","doi":"10.24843/jits.2023.v27.i01.p07","DOIUrl":"https://doi.org/10.24843/jits.2023.v27.i01.p07","url":null,"abstract":"","PeriodicalId":32544,"journal":{"name":"Jurnal Ilmiah Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-04-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46463591","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}