Teras Jurnal Jurnal Teknik Sipil最新文献

{"title":"ANALISIS KELAYAKAN DIMENSI LANDASAN PACU BANDAR UDARA TOREA DI KABUPATEN FAKFAK PROPINSI PAPUA BARAT","authors":"Muhammad Yunus","doi":"10.29103/tj.v12i1.600","DOIUrl":"https://doi.org/10.29103/tj.v12i1.600","url":null,"abstract":"","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43415322","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":"KINERJA CAMPURAN ASPHALT CONCRETE WEARING COURSE MENGUNAKAN ASPAL MODIFIKASI DENGAN LIMBAH PLASTIK","authors":"M. Mukhlis, Fauna Adibroto, Syaifullah Ali, A. Fauzi, Ivan Padilah","doi":"10.29103/tj.v12i1.648","DOIUrl":"https://doi.org/10.29103/tj.v12i1.648","url":null,"abstract":"Road pavements, especially flexible pavements, often experience faster damage due to vehicle loads. The use of additives is one of the alternatives used to get a good quality pavement layer. This study aims to obtain the value of Optimum Asphalt Content (KAO) and to obtain the performance of VIM, VMA and VFA of a mixture of AC-WC layers with the addition of High Density Polyethylene (HDPE) plastic waste. The method used in this study refers to the Technical Specifications of Bina Marga 2018 Revision 2 Division 6. the KAO value with the Marshall method is 6.45% at 0% variation of addition of plastic waste, 6.3% to variation of 1% addition of plastic waste, 6, 25% in the 1.5% variation of the addition of plastic waste and 6.2% in the 2% variation of the addition of plastic waste. Based on the results of laboratory testing, the value of KAO Marshall obtained decreases with the addition of plastic waste and the addition of 2% plastic waste is the best level that can be used in asphalt mixtures because it has low VIM and VMA values and high VFA values.","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45743333","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 ABU SEKAM KAYU PADA NILAI UNCONFINED COMPRESSION STRENGTH LEMPUNG PLASTISITAS TINGGI TERSTABILISASI SEMEN KAPUR","authors":"Soewignjo Agus Nugroho, Muhammad Faisal Al Ridho, Ferry ' Fatnanta","doi":"10.29103/tj.v12i1.688","DOIUrl":"https://doi.org/10.29103/tj.v12i1.688","url":null,"abstract":"Clay stabilized with cement, lime, and rice hush ash (RHA) has been increasing shear strength and bearing capacity. The silica content of wood husk ash (ASK) is almost the same as RHA. The study seen effect of ASK on clay-cement and lime. Unconfined Compression Strength (UCS) is performed and compare unconfining strength values (qu) of clay, clay - cement, and cement and lime and/or ASK. Sampel was tested on four conditions. UCS results without watering, uniform qu value. Conditions non-curing and soaked, the qu values of all variations are relatively the same. In curing and unsoaked conditions, qu values range from 365 kPa to 485 kPa for ASK and lime with ASK. Adding 10% lime increases qu value more than 1100 kPa. Stabilized with lime is more optimal than ASK to increase qu. Subtitution lime with ASK 4% to 6% increases qu value to 485 kPa (soaked) and to 475 kPa (unsoaked).","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"69686809","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":"RANCANG BANGUN PROTOTIPE DESALINATOR UNTUK MEMENUHI KEBUTUHAN AIR BERSIH PADA DESA MEURANDEH KECAMATAN MANYAK PAYED","authors":"Juni Prastika, Eka Mutia, Ellida Novita Lydia","doi":"10.29103/tj.v12i1.734","DOIUrl":"https://doi.org/10.29103/tj.v12i1.734","url":null,"abstract":"<p align=\"center\"><strong>Abstrak</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Desa Meurandeh, Kecamatan Manyak Payed, Kabupaten Aceh Tamiang yang berada didaerah pesisir mengakibatkan sulitnya mendapatkan air bersih. Air yang digunakan oleh masyarakat adalah air payau yang tidak layak dikonsumsi. Tujuan penelitian yaitu membuat model desalinator dengan tenaga surya dan mengetahui tingkat kualitas air. Maka diperlukan sistem pengolahan air payau menjadi air bersih dengan membuat model prototipe desalinator tenaga surya berukuran 100x100 cm, dengan skala 1:100 menggunakan metode desalinasi evaporasi. Dari pengujian destilasi diperoleh volume air yang kemudian dilakukan analisa debit aliran melalui lubang kecil yang menghasilkan debit nyata Q = 7,838 x 10^-8 m³/dtk pada hari ke-1 lebih kecil dari debit teoritis Qt = 7,4 x 10^-4 m³/dtk yang disebabkan adanya pelepasan uap panas. Kualitas air hasil destilasi diperoleh warnanya jernih, tidak berasa, tidak berbau, dengan hasil pengujian alat TDS diperoleh nilai 21 Mg/l dan pH meternya 7,3 Mg/l, hasil tersebut sudah sesuai standar baku mutu sehingga airnya layak dikonsumsi.</p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Kata kunci: <em>Desalinasi, evaporasi, kualitas air, debit aliran lubang kecil</em><em></em></p><p class=\"11daftarpustaka\"> </p><p align=\"center\"><strong> </strong></p><p align=\"center\"><strong>Abstract</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Meurandeh Village, Manyak Payed District, Aceh Tamiang Regency, which is located in a coastal area, makes it difficult to get clean water. The water used by the community is brackish water which is not suitable for consumption. The purpose of the research is to make a desalinator model with solar power and to determine the level of water quality. So we need a brackish water treatment system into clean water by making a prototype model of a solar desalinator measuring 100x100 cm, with a scale of 1:100 using the evaporation desalination method. From the distillation test, the volume of water was obtained which was then analyzed for flow through a small hole which resulted in a real discharge Q = 7,838 x 10-8 m3/s on day 1 which was smaller than the theoretical discharge Qt = 7,4 x 10-4 m3/ s due to the release of hot steam. The quality of the distilled water obtained is clear, tasteless, odorless, with the results of the TDS tool testing the value is 21 Mg/l and the pH meter is 7.3 Mg/l, these results are in accordance with quality standards so that the water is fit for consumption.  </p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Keywords: <em>Desalination, evaporation, water quality, borehole flow rate</em><em></em></p>","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43375375","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":"KAJIAN PANJANG LONCATAN HIDROLIK PADA MODEL FISIK KOLAM OLAK BENDUNGAN KRUENG KLUET KABUPATEN ACEH SELATAN","authors":"Qurratul Aini","doi":"10.29103/tj.v12i1.619","DOIUrl":"https://doi.org/10.29103/tj.v12i1.619","url":null,"abstract":"The spillway's major structure, stilling basin, serves 25, 50, 100, and 1000 years were observed and measured. The tests were conducted on two types of structures: original series (S 0 ) and final series (S 1 ). The United States Bureau of Reclamation (USBR) III type is used in the stilling basin S 0 . While S 1 is made by adding an adversed slope with a slope of 1:2 downstream and lowering its bottom elevation to a depth of 4 m. Observation results show that the S 1 model produces an average ratio of Lj/y1 (jump length) < 20-40% shorter than the S 0 model. In addition, the pattern of energy dissipation that occurs in S 1 tends to increase by increasing Q with the maximum energy loss (∆E/y1) obtained is 42.6 (greater than that produced by S 0 ). So it can be concluded that the bottom and downstream of the stilling basin mode S 1 is safer than the model S 0 .","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43893660","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":"PERENCANAAN JARINGAN PERPIPAAN AIR MINUM MENGGUNAKAN APLIKASI WATERCAD V8-I","authors":"Wesli Wesli, F. Fasdarsyah, I. Kurniawan, Khairullah Yusuf, Said Jalalul Akbar, Maizuar Maizuar, Joni Arfiandi","doi":"10.29103/tj.v11i2.554","DOIUrl":"https://doi.org/10.29103/tj.v11i2.554","url":null,"abstract":"<p align=\"center\"><strong>Abstrak</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Pelayanan kebutuhan air di wilayah IKK Bukit Oregon kurang memadai diduga jaringan pipa menjadi pokok masalahnya sehingga berdasar hal tersebut maka diperlukan evaluasi jaringan perpipaan air minum dan design dibuat dengan menggunakan software Aplikasi Watercad V8-I dan ingin diketahui seberapa besar kebutuhan debit pada proyeksi tahun 2030 termasuk kapasitas pompa dan jenis pipa transmisinya. Hasil pengamatan secara langsung di wilayah studi pada pelayanan terdapat permasalahan yang terjadi pada pipa transmisi, yaitu pipa dari intake (sumber air baku utama) menuju ke Instalasi Pengolahan Air (IPA) yang akan di distribusikan ke masyarakat. Permasalahan yang terjadi adalah pipa induk tersebut mengalami kebocoran akibat umur teknis pipa yang sudah tua. Meningkatnya jumlah penduduk sama halnya semakin meningkatnya pemenuhan akan kebutuhan air bersih. Permasalahan tersebut harus ditanggulangi dengan pergantian pipa dengan jenis dan diameter yang tepat serta kapasitas pompa yang sesuai hasil menggunakan software Watercad V8-i. Dari hasil perhitungan analisa pertumbuhan penduduk pada tahun 2030 dengan jumlah pelanggan 96.770 jiwa kebutuhan air mencapai 102,476 liter/detik. Sistem transmisi menggunakan sistem pompa dengan kapasitas terpasang 90 liter/detik. Jenis pipa yang dipakai untuk pipa transmisi menggunakan pipa HDPE dengan diameter 350 mm.</p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Kata kunci: evaluasi, <em>air bersih,</em><em> </em><em>perpipaan, pompa, Watercad V8-i </em><em></em></p><p><em> </em></p><p align=\"center\"><strong> </strong></p><p align=\"center\"><strong>Abstract</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">The service for water needs in the IKK Bukit Oregon area is inadequate, it is suspected that the pipeline network is the main problem, so based on this, it is necessary to evaluate the drinking water piping network and the design is made using the Watercad V8-I application software and wants to know how much the demand for discharge in the 2030 projection includes pump capacity and type of transmission pipe. The results of direct observations in the study area on the service there are problems that occur in the transmission pipe, namely the pipe from the intake (main raw water source) to the Water Treatment Plant (IPA) which will be distributed to the community. The problem that occurs is that the main pipe has a leak due to the technical age of the pipe which is old. The increasing population is the same as the increasing fulfillment of clean water needs. These problems must be overcome by changing the pipe with the right type and diameter and the pump capacity according to the results using the Watercad V8-i software. From the calculation results of population growth analysis in 2030 with the number of customers 96,770 people, water needs reach 102,476 liters/second. The transmissi","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45469449","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":"FAKTOR-FAKTOR PENYEBAB TIMBULNYA WASTE MATERIALS DALAM PELAKSANAAN PROYEK KONSTRUKSI GEDUNG DI KOTA BANDA ACEH","authors":"Munauwar Nawawi, M. Muttaqin, M. Afifuddin","doi":"10.29103/tj.v11i2.479","DOIUrl":"https://doi.org/10.29103/tj.v11i2.479","url":null,"abstract":"Abstrak Banyak faktor yang dapat menimbulkan sisa material antara lain faktor desain, pengadaan material, penanganan material, pelaksanaan, residual, dan faktor lain-lain. Penelitian ini bertujuan untuk menganalisis faktor-faktor dan faktor dominan yang menyebabkan timbulnya waste materials dalam pelaksanaan proyek konstruksi gedung di Kota Banda Aceh. Penelitian ini menggunakan pendekatan metode kuantitatif melalui penyebaran kuesioner. Responden ditujukan pada project manager atau s ite manager dari perusahaan kontraktor bidang gedung di Provinsi Aceh mulai dari kualifikasi Menengah (M1 dan M2) dan kualifikasi Besar (B1 dan B2). Jumlah populasi kontraktor sebanyak 1.610, sedangkan jumlah sampel yang digunakan dalam analisis faktor Principle Component Analysis (PCA) adalah 5 kali dari 35 indikator yang diamati yaitu sebanyak 175 perusahaan. Teknik sampling yang digunakan adalah purposive sampling yaitu pengambilan sampel dengan pertimbangan yang didasarkan pada perusahaan kontraktor yang telah melaksanakan proyek konstruksi bangunan gedung di Provinsi Aceh mulai dari tahun 2010-2019 dengan sumber dana yang berasal dari Anggaran Pendapatan Belanja Daerah (APBD). Analisis data digunakan analisis faktor PCA melalui software Statistical Product and Service Solution (SPSS) versi 26. Hasil penelitian menunjukkan bahwa faktor-faktor yang menyebabkan timbulnya waste materials dalam pelaksanaan proyek konstruksi gedung di Kota Banda Aceh terdapat 6 faktor yaitu faktor desain, pengadaan material, pelaksanaan, spesifikasi dan penanganan material, residual, dan pengontrolan material. Faktor yang dominan menyebabkan timbulnya waste materials dalam pelaksanaan proyek konstruksi gedung di Kota Banda Aceh adalah faktor desain dengan varians sebesar 36,922%. Kata kunci: Material, waste materials, proyek, konstruksi, gedung, Banda Aceh Abstract Many factors can cause residual material, including design factors, material procurement, material handling, implementation, residuals, and other factors. This study aims to analyze the dominant factors and factors that cause waste materials in the implementation of building construction projects in Banda Aceh City. This study uses a quantitative method approach through distributing questionnaires. Respondents were addressed to the project manager or site manager of a building contractor company in Aceh Province ranging from Medium qualifications (M1 and M2) and Large qualifications (B1 and B2). The total contractor population is 1,610, while the number of samples used in the Principle Component Analysis (PCA) factor analysis is 5 times out of 35 observed indicators, namely 175 companies. The sampling technique used is purposive sampling, which is sampling with consideration based on contracting companies that have implemented building construction projects in Aceh Province starting from 2010-2019 with the source of funds coming from the Regional Budget (APBD. Data analysis used analysis of PCA factors through Statistical ","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47806893","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":"OPTIMASI BIAYA OPERASIONAL MRT JAKARTA FASE I MENGGUNAKAN METODE VOGEL APPROXIMATION DENGAN SOFTWARE POM-QM FOR WINDOWS","authors":"Kartika Setiawati, Andi Tenrisukki Tenriajeng","doi":"10.29103/tj.v11i2.512","DOIUrl":"https://doi.org/10.29103/tj.v11i2.512","url":null,"abstract":"The operation of MRT Jakarta when it was first operated was running smoothly and it is hoped that this condition will continue to be optimal in the long term and have efficient operating costs. PT MRT Jakarta as a transportation service provider company, is a passenger distribution company. Efficient operational costs fixed costs, variable costs and travel expenses. In order for MRT Jakarta operations to run optimally, it requires minimizing operational costs to support other costs such as maintenance costs. The research objective is to monitor the operational costs of MRT Jakarta Phase I, travel costs, and the number of passengers for the calculation of the operational cost matrix and to optimize the calculation of the cost matrix using POM QM software for windows so as to get minimum results. Based on the results of the analysis and discussion, the optimum operational result is Rp. 1,267,110,000,000, the cost is obtained from the travel matrix calculation. The variables used are the number of MRT Jakarta Phase I passengers in Teras Jurnal, Vol 11, No 2, September 2021 P-ISSN 2088-0561 E-ISSN 2502-1680 Optimasi Biaya Operasional MRT Jakarta Fase I Menggunakan Metode Vogel Approximation Dengan Software POM-QM For Windows Kartika Setiawati, Andi Tenrisuki Tenriajeng 452 2019-2020, travel costs and the existing MRT transport capacity. Tyonardo assumes a variable number of passengers based on the area of the MRT station and costs that affect operations with financial modeling. The POM QM cost is expected to be a major factor in ensuring that no profit is obtained from PT MRT Jakarta by enacting existing travel rates and using software in making decisions about operational costs and can be used to monitor monthly and yearly costs. Keyword: Operational Costs, MRT Jakarta Phase I, Optimization, POM QM 1. Latar Belakang Operasional Moda Raya Terpadu Jakarta pada saat pertama kali diopersikan berjalan dengan lancar dan diharapkan kondisi ini akan terus optimal sampai jangka panjang dan memiliki biaya operasional yang efisien. PT MRT Jakarta sebagai perusahaan penyedia jasa transportasi yang termasuk kedalam perusahaan distribusi penumpang dimana tingkat penghasilan dari perusahaan ditentukan oleh biaya transportasi dari setiap perjalanan penumpang dari stasiun awal menuju stasiun tujuan. Agar operasional MRT Jakarta dapat berjalan secara optimal diperlukannya minimalisasi biaya operasional untuk menunjang biaya lainnya seperti biaya pemeliharaan. Kajian terkait yang telah dilakukan oleh peneliti terdahulu (Manurung, 2019) telah menganalisis rute perjalanan distribusi dengan membuat matriks transportasi terlebih dahulu, metode ini dapat digunakan dalam penelitian ini. Matriks transportasi dihitung secara manual kemudian di input kedalam program Production Operation Management Quantitatif Method (POMQM) dengan metode VAM. Menurut (Putra, 2018) Metode VAM (Vogel Approximation Metode) merupakan metode harga ongkos terkecil dapat menimbulkan kemungkinan terha","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45312127","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":"PERILAKU STRUKTUR GEDUNG BERTINGKAT KETIDAK BERATURAN VERTIKAL KEKAKUAN TINGKAT LUNAK DENGAN ANALISIS BERBASIS KINERJA","authors":"Arbain Tata","doi":"10.29103/tj.v11i2.475","DOIUrl":"https://doi.org/10.29103/tj.v11i2.475","url":null,"abstract":"","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47460687","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":"PERENCANAAN SALURAN DRAINASE KAMPUS INSTITUT TEKNOLOGI SUMATERA","authors":"M. Mashuri, Ayudia Hardiyani Kiranaratri, Erik Satria","doi":"10.29103/tj.v11i2.527","DOIUrl":"https://doi.org/10.29103/tj.v11i2.527","url":null,"abstract":"","PeriodicalId":52898,"journal":{"name":"Teras Jurnal Jurnal Teknik Sipil","volume":" ","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47629834","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}