Jurnal Riset Rekayasa Sipil最新文献_第2页

ANALISIS BOBOT KOMPONEN WAKTU PADA PERJALANAN MENGGUNAKAN ANGKUTAN UMUM PERKOTAAN 在城市公共交通工具上分析时间分量分量

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.54242

Risdiyanto Risdiyanto, Adelia Berliani Harnanto Putri, Nindyo Cahyo Kresnanto

引用次数: 0

GAMBARAN SIFAT FISIK DAN MEKANIK TANAH DI KECAMATAN KAUMAN KABUPATEN TULUNGAGUNG

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.70996

Niko Andika Erwanda, A. I. Candra, Atsfiela Dzulkhan Qalby, Salman Alfaridh Pasya, Nadi Rheiza Fathurrohman, Prendy Eliya Mahendra, Muhammad Rosyid Abdul Rohman Fauzy

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SIFAT FISIK DAN MEKANIK MORTAR DENGAN CAMPURAN LIMBAH ABU BATU BATUAN VULKANIK SEBAGAI PENGGANTI PASIR 砂浆的物理和机械性质，由火山灰混合而成，代替沙子

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.67260

Evy Kusumaningrum, S. Sumarsono, Restu Faizah, Nur Chotimah

{"title":"SIFAT FISIK DAN MEKANIK MORTAR DENGAN CAMPURAN LIMBAH ABU BATU BATUAN VULKANIK SEBAGAI PENGGANTI PASIR","authors":"Evy Kusumaningrum, S. Sumarsono, Restu Faizah, Nur Chotimah","doi":"10.20961/jrrs.v6i2.67260","DOIUrl":"https://doi.org/10.20961/jrrs.v6i2.67260","url":null,"abstract":"Kasus pencemaran lingkungan sebagian besar diakibatkan oleh kurang tepatnya penanganan limbah di beberapa daerah. Limbah merupakan hasil sisa dari suatu kegiatan produksi. Daerah Ponjong, Gunung Kidul, Yogyakarta sebagian besar masyarakat menekuni pekerjaan penggergajian batu alam. Limbah yang dihasilkan dari kegiatan penggergajian batu alam adalah abu batu dan pecahan batu. Limbah abu batu dan pecahan batu tersebut belum dimanfaatkan secara maksimal. Limbah yang menumpuk mengakibatkan tanah menjadi keras dan kesuburannya berkurang. Berdasarkan permasalahan tersebut maka pada penelitian ini mengusulkan tentang analisis sifat fisik dan mekanik beton dengan campuran abu batu sebagai pengganti agregat halus sebagai pengganti pasir pasir. Hasil penelitian ini diharapkan akan mengetahui sifat fisik dan mekanik beton dengan campuran abu batu sebagai pengganti pasir. Komposisi abu batu sebagai pengganti pasir yaitu 0%, 10%, 20%, 30%, 40% dan 50% dari berat pasir. Dari komposisi tersebut benda uji akan di uji densitas (density), kuat tekan (compression strength) pada umur beton 28 hari. Pengujian benda uji menggunakan Universal Testing Machine. Nilai densitas yang diperoleh pada benda uji mengalami penurunan nilai densitas. Semakin banyak komposisi abi batu sebagai pengganti pasir nilai densitasnya semakin kecil. Begitu juga dengan hasil uji kuat tekan mortar. Kuat tekan mortar dengan komposisi abu batu semakin banyak maka kuat tekan beton semakin menurun. ","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128954215","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

PEMBEBANAN MODEL PELAT SKALA KECIL PERKERASAN KAKU (RIGID PAVEMENT) DI ATAS TANAH PASIR

Jurnal Riset Rekayasa Sipil Pub Date : 2023-03-23 DOI: 10.20961/jrrs.v6i2.72473

B. Setiawan, Yusep Muslih Purwana, Raden Harya Dananjaya H.I

引用次数: 0

EVALUASI PEMERIKSAAN INTEGRITAS BETON PONDASI BORED PILE BERDASARKAN UJI PIT (PILE INTEGRITY TEST) DAN UJI CSL (CROSSHOLE SONIC LOGING) 基于坑内试验和交叉声记录测试的钻孔混凝土完整性评估

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.65109

Ervina Yonamastuti, Mufti Astu Naufal, Hinawan Teguh Santoso

{"title":"EVALUASI PEMERIKSAAN INTEGRITAS BETON PONDASI BORED PILE BERDASARKAN UJI PIT (PILE INTEGRITY TEST) DAN UJI CSL (CROSSHOLE SONIC LOGING)","authors":"Ervina Yonamastuti, Mufti Astu Naufal, Hinawan Teguh Santoso","doi":"10.20961/jrrs.v6i1.65109","DOIUrl":"https://doi.org/10.20961/jrrs.v6i1.65109","url":null,"abstract":"A bored pile is one type of deep foundation made by casting the concrete in situ according to the design depth. Quality control of concrete integrity in the bored pile is impossible to check visually because it is embedded in the borehole. Therefore, non-destructive test methods with Pile Integrity Test (PIT) and Crosshole Sonic Logging (CSL) are commonly used to obtain an overview of the concrete integrity of bored piles. The aim of the study was to determine the integrity of the concrete in the drilled foundation using the PIT and CSL methods by taking samples of 4 bored piles with a diameter of 1000 mm at the Besuk Kobo'an Bridge Replacement Package Project, Lumajang, East Java. Concrete integrity testing with PIT was carried out on 2 test piles, A15 with a depth of 20.70 m and B12 with a depth of 23.60 m. Concrete integrity testing with CSL was carried out on 2 test piles, A1 with a depth of 17.50 m, and B5 with a depth of 22.28 m. The results of the PIT test on the two test piles showed that the concrete integrity of the piles was included in the undamaged category with an impedance value (BTA) of 100%. Similarly, the results of the CSL test on the two test piles indicate that the concrete integrity of the piles is in the Good (G) category with a FAT value between 0 to 10% and an energy reduction of <6 dB. It can be concluded that all samples of drilled foundations tested for PIT and CSL have good concrete integrity. However, there were still some discrepancies in the implementation of the CSL test, including the number of access pipes used, materials of access pipe fittings, and testing time.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122926729","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

KINERJA BETON MENGANDUNG AGREGAT KASAR DAUR ULANG LIMBAH BONGKAHAN BETON 混凝土性能包括混凝土块的粗回收废物

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.63206

S. Syahrul

引用次数: 0

TAHANAN LATERAL SAMBUNGAN GESER GANDA KAYU KARET FJLB – PELAT BESI DENGAN ALAT SAMBUNG BAUT FJLB双横向磨损胶合板——带有粘螺栓装置的金属板

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.62337

Sherly Octavia, A. Awaludin, Urwatul Wusqo

{"title":"TAHANAN LATERAL SAMBUNGAN GESER GANDA KAYU KARET FJLB – PELAT BESI DENGAN ALAT SAMBUNG BAUT","authors":"Sherly Octavia, A. Awaludin, Urwatul Wusqo","doi":"10.20961/jrrs.v6i1.62337","DOIUrl":"https://doi.org/10.20961/jrrs.v6i1.62337","url":null,"abstract":"Timber Instant House (RIKA) is one of the recommended earthquake-resistant houses during the post-disaster reconstruction project. However, in practice, this instant house faces problems with timber material availability. One solution that can be offered is to use Finger Joint Laminated Board (FJLB) material as a structural component. For the design of earthquake-resistant buildings, one of the components that need to be reviewed carefully is the connection component. In this study, the lateral resistance of the FJLB connection with steel will be reviewed. The connection tool used is a bolt. The joints are tested using a monotonic load in the direction parallel to the grain and perpendicular to the grain. The test results on 12 test objects with the ASTM D-5764-97a standard were then compared with the results of manual calculations using the European Yield Model (EYM) theory listed in Eurocode 5. From the test, the average value of the lateral resistance per bolt was 18.63 kN (parallel to the grain) and 15.22 kN (perpendicular to the grain). The ratio between the value of lateral resistance of the test results and theoretical using EYM is close to a value of 1, where most of the connection failure modes from the test results are close to the theoretical connection failure modes. Thus, it can be concluded that applying the EYM theory to the FJLB connection with steel using a bolt connection is still relevant and gives results that are quite close to the test results.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116330481","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

EVALUASI SEISMIK GEDUNG BERTINGKAT EKSISTING MENGGUNAKAN PROSEDUR ASCE 41-17 使用ASCE -17程序进行的地震风险评估

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.65864

Yuliar Azmi Adhitama, B. Supriyadi, Bambang Suhendro

{"title":"EVALUASI SEISMIK GEDUNG BERTINGKAT EKSISTING MENGGUNAKAN PROSEDUR ASCE 41-17","authors":"Yuliar Azmi Adhitama, B. Supriyadi, Bambang Suhendro","doi":"10.20961/jrrs.v6i1.65864","DOIUrl":"https://doi.org/10.20961/jrrs.v6i1.65864","url":null,"abstract":"Gedung XYZ merupakan gedung beton bertulang 5 lantai dengan proses perencanaan ketahanan gempa gedung menggunakan standar SNI 1726:2002, sedangkan saat ini berlaku standar perencanaan ketahanan gempa yang baru mengacu pada SNI 1726:2019. Perubahan peta gempa dan cara perancangan spektra desain menjadikan proses evaluasi ketahanan gempa menjadi menarik untuk diteliti sehingga dapat mengetahui kinerja struktur bangunan. ASCE 41-17 adalah standar yang diterbitkan oleh American Society of Civil Engineers mengatur evaluasi seismik dan evaluasi perbaikan bangunan eksisiting. Proses evaluasi berdasarkan data sekunder asbuilt drawing yang dianalisis menggunakan prosedur statik nonlinier (pushover) dengan program SAP2000. Hasil analisis struktur ditinjau secara global, Gedung XYZ mampu menahan gaya lateral sampai pada displacement target dan memenuhi target kinerja Immediate Occupancy untuk seismic hazard BSE-1E dan target kinerja Life Safety untuk seismic hazard BSE-2E. Distribusi sendi plastis terjadi pada balok terlebih dahulu, sehingga memenuhi prinsip strong column weak beam. Namun jika dilihat lebih detail, balok G2 tidak memenuhi persyaratan ketika dievaluasi menggunakan metode statik nonlinier dengan koefisien gc (DCR 1,14) dan jika tidak dikalikan koefisien gc balok tersebut masih memenuhi syarat dengan (DCR 0,91). Kapasitas kolom dalam menerima demand secara keseluruhan memenuhi syarat dengan rasio kurang dari 1. Setiap jenis kolom memenuhi syarat baik ketika demand tidak dikalikan dengan koefisien gc maupun setelah dikalikan dengan koefisien gc.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127491398","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

ANALISA KETAHANAN GESER TANAH LEMPUNG DI WILAYAH UNIVERSITAS KADIRI DENGAN UJI KUAT GESER LANGSUNG 分析KADIRI大学地区的黏土阻力，使用最强力的剪切测试

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.61580

Khoirun Nisa, A. I. Candra, Mohammad Abdul Aziz Hanafi, Rahmat Heru, Arif Rivianto

{"title":"ANALISA KETAHANAN GESER TANAH LEMPUNG DI WILAYAH UNIVERSITAS KADIRI DENGAN UJI KUAT GESER LANGSUNG","authors":"Khoirun Nisa, A. I. Candra, Mohammad Abdul Aziz Hanafi, Rahmat Heru, Arif Rivianto","doi":"10.20961/jrrs.v6i1.61580","DOIUrl":"https://doi.org/10.20961/jrrs.v6i1.61580","url":null,"abstract":"Soil is a very important component in the field of construction because it functions as a laying of a construction. But not all types of soil are good for construction, one of which is clay soil. Clay soil is fine-grained soft soil with a larger surface area and particle diameter. Clay soils have(Chou, 2012) high compressibility and compression properties, and shrinkage properties due to interaction with water. These factors increase the carrying capacity of the soil to be low and more susceptible to landslides when the soil is functions as a basis for placing construction. This direct shear strength test research was carried out at the Civil Engineering Laboratory of Kadiri University using the Direct Shear Test tool and experimental methods. The purpose of this study was to determine the shear resistance of clay soils in the Kadiri University area. The study results obtained a cohesion value of 0.224 kPa, a deep shear angle value of 3.783°, and a soil carrying capacity of 0.95 tons. So it can be concluded that the clay soil in the Kadiri University area has a low carrying capacity and is prone to cladding if it functions as a construction placement.","PeriodicalId":448424,"journal":{"name":"Jurnal Riset Rekayasa Sipil","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133057571","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

PEMETAAN ANALISIS KEBUTUHAN PENYEDIAAN AIR MINUM INSTALASI PENGELOLAAN AIR BEDOG TIRTAMARTA KOTA YOGYAKARTA 分析了日惹贝达尔塔水管理设施的需求

Jurnal Riset Rekayasa Sipil Pub Date : 2022-09-30 DOI: 10.20961/jrrs.v6i1.63151

Evy Kusumaningrum, Rizky Andika, Lily Handayani

引用次数: 0