Teras Jurnal Jurnal Teknik Sipil最新文献

{"title":"ANALISIS BANGKITAN PERGERAKAN BERDASARKAN LOCATION QUOTIENT (LQ) DI KOTA BANDA ACEH","authors":"Arizal Arizal, Noer Fadhly, Sartiyah Sartiyah","doi":"10.29103/tj.v12i1.531","DOIUrl":"https://doi.org/10.29103/tj.v12i1.531","url":null,"abstract":"This research analysis of trip generation which consist of trip generation based on location quotient in Banda Aceh City as well as knowing the variables that affect of the trip generation of the movement. The research data is secondary data from the Central Bureau of Statistics and primary data through questionnaires with random sampling. Determination of the number of samples using the Slovin formula and analysis technique with multiple linear regression. The regression results of the trip generation models conducted in 3 districts whose LQ value is greater than 1, namely Kuta Alam, Syiah Kuala and Ulee Kareng Districts. The results of the analysis of the generated model of the office and economy sector in Kuta Alam District, which affects the trip generation significantly is the number of vehicle ownership and the choice of mode which have a negative effect. Each increase in the number of vehicles and choice of mode will reduce trip generation. In generation. The residential sector in Ulee Kareng District, only the choice of mode has a positive significant effect on trip generation. That is, every increase in the choice of mode, there will be an increase in trip generation. Suggestions for the government according to this research can be a reference for increasing road capacity and land use to avoid congestion.","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":"42537092","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 INFRASTRUKTUR TERMINAL BULUPITU PURWOKERTO","authors":"N. Hidayati, Helmi Dhia Al-Ghalib, Sri Sunarjono, Alfia Magfirona","doi":"10.29103/tj.v12i1.638","DOIUrl":"https://doi.org/10.29103/tj.v12i1.638","url":null,"abstract":"masyarakat. Renovasi terminal perlu dilakukan untuk meningkatkan jumlah pengguna angkutan umum. Penelitian ini bertujuan untuk mengidentifikasi kondisi eksisting Terminal Bulupitu Purwokerto, menganalisis fasilitas yang diprioritaskan, serta tingkat kepuasan penggunanya. Data observasi digunakan untuk menginvestigasi ketersediaan fasilitasnya, sedangkan data kuisioner untuk menjaring penilaian penggunanya. Metode Importance Performance Analysis digunakan untuk mengetahui fasilitas yang dianggap Abstract Unmanaged terminals might cause problems in the community. Terminal renovation is required to increase the number of people who use public transportation. The purpose of this research is to determine the current state of the Bulupitu Terminal of Purwokerto, as well as to analyze the prioritized facilities and the level of user satisfaction. The availability of facilities is investigated using observation data, while user ratings are collected using questionnaire data. The Importance Performance Analysis method is used to identify facilities that are deemed important but perform poorly, indicating that they should be improved, whereas the Customer Satisfaction Index method is used to assess user satisfaction with the available facilities. The study's findings indicate that the terminal facilities listed above have met the requirements in good condition, though some are still under construction. According to the Cartesian IPA diagram, there are six facilities that are considered important, but their performance does not meet user expectations, so the service must be improved. The CSI method yields a value of 62.99 percent, indicating that users are generally pleased with the service provided at the terminal.","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":"49042974","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 OPTIMASI POLA TATA TANAM JARINGAN IRIGASI DAERAH IRIGASI CIDURIAN TANGERANG MENGGUNAKAN PROGRAM LINIER","authors":"Ira Damayanti, B. Santosa","doi":"10.29103/tj.v12i1.642","DOIUrl":"https://doi.org/10.29103/tj.v12i1.642","url":null,"abstract":"Tata Tanam, Irigasi, Optimasi Program Linier, Program Lingo. Abstract Irrigation Area of cidurian is getting land reduction continuing. It causes by rapid development in Tangerang districts area. The volume of water availability is increasing limited and a long dry season is also one of the causes of plant water shortages. The commonly cultivated crops are Rice and Crops. The research aims to determine the availability of water and find out the most optimal area and the benefits obtained based on the various alternatives modeled. The optimization method used by a linear program that connected into the lingo application. The results of the optimization based on several alternative cropping patterns those are second and tried to be chosen are the third alternative which has a maximum profit for about 83%.","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":"45680430","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 DAYA DUKUNG AXIAL PONDASI TIANG PANCANG DENGAN MENGGUNAKAN METODE KALENDERING HASIL UJI PILE DRIVING ANALYZER","authors":"Munirwansyah Munirwansyah, R. P. Munirwan, Fauzan Mufid","doi":"10.29103/tj.v12i1.618","DOIUrl":"https://doi.org/10.29103/tj.v12i1.618","url":null,"abstract":"Abstrak Pondasi adalah sebuah sistem rekayasa yang bekerja dengan meneruskan dan menopang beban serta beratnya sendiri ke tanah dasar (bearing layer) yang terletak di bawah pondasi. Jembatan Alue Lamteh merupakan jembatan yang berlokasi di Kecamatan Kuta Cot Glie, Kabupaten Aceh Besar berada pada koordinat 5°23’42,4” LU dan 95°29’35,9” BT. Jembatan ini masuk ke dalam Ruas Jalan Nasional Banda Aceh-Medan akan melayani pergerakan lalu lintas yang tergolong padat dengan banyak dilintasi oleh truk bermuatan besar. Tujuan dari penelitian ini adalah untuk menganalisis daya dukung dinamis pondasi tiang pancang melalui penggunaan data pengujian kalendering pada pekerjaan jembatan tersebut dengan menggunakan metode formula dinamik, ada tiga metode analisis yang digunakan, yaitu masing masing menggunakan metode Danish, metode AASHTO dan metode Gates dengan menggunakan data final set (s) capaian yang diizinkan untuk masing metode sebesar 24, 16 dan 12 mm.  Hasil analisis kapasitas daya dukung dinamik yang diperoleh dengan ketiga metode tersebut, yakni dengan menggunakan metode Danis. AASHTO dan Gates, masing-masing ditemukan daya dukung dinamik yang semakin meningkat dari 121,477 ton paling rendah, meningkat menjadi 241.047 ton dan menjadi 1267,051 ton sebagai daya dukung dinamis paling besar.   Kata kunci: Pondasi tiang pancang, pengujian kalendering, formula dinamis, final set.   Abstract The foundation is an engineering system that works by transmitting and supporting the load and its own weight into the subgrade (bearing layer) located below it. The Alue Lamteh Bridge is a bridge located in Kuta Cot Glie District, Aceh Besar Regency with coordinates at 5°23'42.4\" North Latitude and 95°29'35.9\" East Longitude. The bridge that enters the Banda Aceh-Medan National Road Section has a relatively heavy traffic movement with many large trucks being traversed. The purpose of this study was to analyze the dynamic bearing capacity of the pile foundation using calendaring test data on the Alue Lamteh Bridge widening project using the dynamic formula method, namely using the the Danis method, AASHTO method and the Gates method. Based on the results of the calculation of the carrying capacity of the carrying capacity using the the Danis method, AASHTO method and the Gates method, it was found that the largest dynamic carrying capacity value was using the Gates method, with the final set value 24, 16 and 12 mm respectively. of 121.477 ton, 241.047 ton and 1267,051 tons. while the large value of dynamic carrying capacity is using the Gates  method. Keywords: pile foundations, calendering test, dynamic formula, final set.  ","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":"47253781","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 PENERAPAN K3 MASA PANDEMI COVID 19 PADA PROYEK DERMAGA SAMUDERA SEMARANG","authors":"A. Siswanto, M. A. Salim, Dinda Ramawati","doi":"10.29103/tj.v12i1.647","DOIUrl":"https://doi.org/10.29103/tj.v12i1.647","url":null,"abstract":"The Covid-19 pandemic has greatly affected the conditions of various sectors of life, one of which is the construction sector. The jetty construction project that must continue to run requires the addition of health protocols in the application of HSE to prevent the spread of Covid-19 as well as monitoring and controlling the implementation of HSE/health protocols in the project area. This study aims to determine how the effect of the application of HSE/health protocols as well as the actions of monitoring and controlling the implementation of HSE/health protocols on the project. From the results of the questionnaire data processing, the implementation of HSE/health protocols has been implemented including supervisory and control measures on the implementation of HSE/health protocols, sanctions for violations of health care programs in the project area. This study also suggests that the implementation of HSE/health protocols as well as actions to supervise and control the application of HSE/health protocols have a relationship between variables according to which is interpreted through the equation Y=59.013+0.743X1+0.244X2 and simultaneously has an effect of 16.90% on project implementation.","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":"69686720","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 PENGGUNAAN LIMBAH POLYETHYLENE TEREPHTHALATE TERHADAP CAMPURAN ASPAL CONCRETE BINDER COURSE","authors":"A. Gaus, Raudha Hakim, Seniyasmin Seniyasmin","doi":"10.29103/tj.v12i1.683","DOIUrl":"https://doi.org/10.29103/tj.v12i1.683","url":null,"abstract":"he use of plastic as food and beverage packaging has not been replaced until now, the impact of the existence of plastic waste is increasing. The main constituent elements of plastic are carbon and hydrogen, which are identical to the main constituent elements of asphalt. Indonesia is one of the asphalt importing countries, 50% of domestic asphalt needs are met by importing from other countries. One solution that can be done to reduce plastic waste and reduce asphalt imports is the use of plastic waste as a mixture of asphalt-concrete to reduce the use of asphalt. This study aims to analyze the effect of the use of PET type plastic waste on the AC-BC asphalt mixture. PET waste is made in the form of fiber which is added to the asphalt mixture with a composition of 0.3% and 0.6% compared to the asphalt mixture without PET. The addition of PET fibers in the asphalt mixture indicates that the asphalt stability increases with the increase in the percentage of PET fibers in the asphalt mixture, the flow value becomes smaller, this indicates that the asphalt mixture tends to be stiffer, the MQ value also becomes larger.","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":"69686771","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":"EFEKTIVITAS METODE CALCITE PRECIPITATION DENGAN BIOCATALYST BUBUK KEDELAI SEBAGAI METODE BIOGROUTING UNTUK MENCEGAH LIKUIFAKSI TANAH PASIR","authors":"Akbar Renaldi Loebis, H. Putra","doi":"10.29103/tj.v12i1.595","DOIUrl":"https://doi.org/10.29103/tj.v12i1.595","url":null,"abstract":"precipitation mitigasi efektivitas metode calcite precipitation dengan biocatalyst kedelai sebagai metode biogrouting pada tanah Penelitian menggunakan berpotensi likuifaksi dengan variasi gradasi. Pengujian pengendapan kalsit diperlukan untuk menentukan komposisi optimum larutan calcite precipitation. Evaluasi efektivitas Abstract Liquefaction was a phenomenon of change in soil consistency from a solid state to a liquid state due to the earthquake. Calcite precipitation method may be one of the innovative methods for liquefaction mitigation. The purpose of this research was to evaluate the effectiveness of the calcite precipitation method with soybean powder biocatalyst as a biogrouting method in liquefied soil. This research used potentially liquefied soil samples with various gradations. A precipitation test was needed to determined the optimum composition of the calcite precipitation solution. Evaluation of the effectiveness on soil was carried out by calcite distribution test and determining the value of soil strength based on the correlation curve between calcite contents and UCS values. The result of the precipitation test showed that 15 g/L soybean powder concentration was the optimum composition of the calcite precipitation solution. Maximum calcite content values had formed in fine, medium, and coarse sand sample was 4,96; 6,12; and 1,32 % so that able to produced UCS prediction values of 132, 172, and, 59 kPa. The results of this research show that calcite precipitation method with soybean powder biocatalyst proved to be effective on sand samples to improved the strength of the soils so can prevented liquefaction.","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":"47009195","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":"DEVELOPMENT OF SOIL & WATER ASSESSMENT TOOL APPLICATION IN KRUENG ACEH WATERSHED REVIEW","authors":"M. F. Ikhwali, N. S. Ersa, Alfin Khairi, W. Prayogo, Wesli Wesli","doi":"10.29103/tj.v12i1.703","DOIUrl":"https://doi.org/10.29103/tj.v12i1.703","url":null,"abstract":"<p align=\"center\"><strong>Abstract</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">The problem of the water availability has become a global issue so that it needs a tool for water management such as the Soil and Water Assessment Tool (SWAT). This study aims to measure how far the uses and developments of the SWAT model in the Krueng Aceh watershed. This paper reviewed applications of SWAT Model in Krueng Aceh Watershed. The developments data were obtained from five publications. This study has limitations in assessing the performance of the SWAT developed in the Krueng Aceh watershed/sub-watershed because not all publications report on the calibration or validation process. From the search results, there is one modeling application that performs the calibration process with statistical parameters on a daily scale and the other three papers on monthly data. The availability of observation data has not had a long time series makes researchers face limitations in improving the model performances.</p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Keywords: <em>SWAT, Hydrological Model, Water, Soil</em></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\"> </p><p align=\"center\"><strong>Abstrak</strong></p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Masalah ketersediaan air telah menjadi isu global sehingga diperlukan suatu alat untuk pengelolaan air seperti <em>Soil and Water Assessment Tool (SWAT).</em> Penelitian ini bertujuan untuk mengukur sejauh mana pemanfaatan dan perkembangan model SWAT di DAS Krueng Aceh. Artikel ini mengulas penerapan Model SWAT di DAS Krueng Aceh. Data perkembangan diperoleh dari lima publikasi mengenai Model SWAT. Kajian ini memiliki keterbatasan dalam menilai kinerja SWAT yang dikembangkan di DAS/sub-DAS Krueng Aceh karena tidak semua publikasi melaporkan proses kalibrasi atau validasi. Dari hasil pencarian, terdapat satu aplikasi pemodelan yang melakukan proses kalibrasi dengan parameter statistik pada skala harian dan tiga aplikasi lainnya pada data bulanan. Ketersediaan data lapangan yang belum memiliki data time series yang panjang membuat peneliti menghadapi keterbatasan dalam meningkatkan perfoma model.</p><p class=\"11daftarpustaka\"> </p><p class=\"11daftarpustaka\">Kata Kunci: <em>SWAT, Model Hidrologi, Air, Tanah</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":"44596047","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":"STUDI NUMERIKAL GRUP FONDASI ELEVATED PILE CAP PADA TANAH PASIR","authors":"Fathia Handayani Kamal, Widjojo A. Prakoso, Mulia Orientilize","doi":"10.29103/tj.v12i1.682","DOIUrl":"https://doi.org/10.29103/tj.v12i1.682","url":null,"abstract":"beban gempa fleksural yang jenis fondasi yang tertanam sepenuhnya. Studi numerikal dengan metode menggunakan aplikasi OpenSees berbasis eksperimen yang dilakukan peneliti lain dilakukan untuk mempelajari perilaku non-linear fondasi di tanah pasir. Fondasi berkonfigurasi tunggal, 2x2, dan 2x3 dimodelkan dan divalidasikan terhadap penelitian tersebut. Variasi nilai densitas pasir dan pemberian nilai p-multiplier yang berbeda diperhitungkan per baris fondasi grup. Analisis pushover monotonik dilakukan untuk mengetahui perilaku ineastik fondasi. Semua model membentuk plastis Abstract Elevated Pile Cap (EPC), a partially-embedded foundation, is vulnerable under seismic loadings since it suffers more flexural moment than average foundations. A BNWF numerical study was performed using OpenSees based on an experiment conducted in China. The 1x1, 2x2, and 2x3 rectangular EPC groups were modeled and validated by the test result. Each model is embedded in sand with a varied density and A different value of p-multiplier for each pile rows was considered. Monotonic pushover analysis was performed, and its inelastic behavior were investigated. All models suffer double plastic hinges on the leading row, located in connection and underground, depending on the soil density. The ratio of each pile row response to the average pile group response is an indicator to examine the forces distribution, influenced by p-multiplier only. The soil shear strength was investigated to observe the elasticity of soil when it reach its yield, ultimate, and the formed of plastic hinges. The p-multiplier and varied soil density affects the soil strength for pile rows, the denser the soil, the faster it reaches its plastic state. Overall, both p-multiplier and soil density affect inelastic behavior of foundations. antara parameter perpindahan puncak ultimate lateral yang dapat ditahan besar. tiang fondasi besar perpindahan yang dihasilkan. Karena analisis pushover menghasilkan performa fondasi secara keseluruhan, tidak ada perbedaan yang berarti antara kurva pushover 2x3(1) dan 2x3(2) yang memiliki perbedaan p-multiplier yang digunakan. dikarenakan nilai p-multiplier yang digunakan adalah sama walaupun penempatan nilai p-multipliernya berbeda. 2x3(2) dibuat berdasarkan Rollins et al. yang mana p-multiplier rear row lebih besar daripada center row. Sehingga, sesuai dengan Tabel nilai p-multiplier yang digunakan untuk 2x3(1) adalah 0.7, 0.35, dan 0.25 untuk center row, dan Sedangkan untuk 2x3(2) adalah 0.7, 0.25, dan 0.35. Hal pertama yang dibandingkan adalah kurva histeresis atau kurva pushover, yang mana dilihat tidak terlalu mempengaruhi hasil yang dikeluarkan. Hal ini disebabkan oleh kurva pushover yang meninjau performa fondasi sebagai satu kesatuan, sehingga nilai p-multiplier yang sama, walaupun memiliki lokasi penempatan yang berbeda, tidak akan mempengaruhi performa keseluruhan fondasi. Lokasi sendi plastis dan perpindahan saat terbentuk sendi plasis pada fondasi 2x3 dibanding","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":"46640379","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":"PEMANFAATAN BATU PUMICE DALAM MENGURANGI PENURUNAN PERFORMA BETON PASCA KEBAKARAN","authors":"Muhammad Akhis Thoyfurrohman, Bagas Indra Cahyo, Erikavitri Yulianti, Nuroji Nuroji, Yulita Arni Priastiwi","doi":"10.29103/tj.v12i1.569","DOIUrl":"https://doi.org/10.29103/tj.v12i1.569","url":null,"abstract":"Concrete that has been burned at 400° C will experience degradation to a residual compressive strength of 58.40%. This will affect the strength of the concrete structure and will cause the concrete to become brittle, thus allowing the structure to fail. Then it will require passive fire protection by using materials that have some resistance to the fire. One material that has the potential to create fire resistance is pumice stone. The purpose of this study was to determine the value of compressive strength and the rate of reduction in compressive strength of Muntilan sand pumice concrete due to the changes in combustion temperature of 27˚C,300˚C, and 600˚C. In this study, used a 45 pieces concrete cylinder with a diameter of 15 cm and a height of 30 cm. with variations of pumice stone proportion of 0%, 25%, 50%,75% and 100% of the volume of coarse aggregate with a water cement ratio of 0.5. Compressive strength test with a compression device at the age of 28 days. The results of this study indicate that the combustion temperature affects the compressive strength of pumice concrete. The higher the combustion temperature, the higher the strength reduction that occurs. The amount of reduction in compressive strength due to an increase in combustion temperature ranged from 0.16% to 55.38% of the control specimens.","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":"47335199","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}