Jurnal Civil Engineering Study最新文献

{"title":"The Main Key To Implementation Of K3 In The Muhammadiyah Building Project Palangka Raya Kampus II During Pandemic","authors":"Herindo Manik, Veronika Happy Puspasari, W. Nuswantoro, Almuntofa Purwantoro","doi":"10.34001/ces.01012021.3","DOIUrl":"https://doi.org/10.34001/ces.01012021.3","url":null,"abstract":"Keselamatan kerja merupakan bagian yang penting dalam pelaksanaan proyek konstruksi, dimana keselamatan kerja perlu mendapat perhatian yang sama dengan mutu, jadwal, dan biaya. Program keselamatan kerja (safety work program) perlu dibuat oleh manajemen perusahaan, serta memiliki komitmen untuk menjalankan program tersebut demi terciptanya keamanan di lokasi proyek. Untuk itu dibutuhkan identifikasi kunci utama pelaksanaan K3 di masa pandemi. Data penelitian diperoleh melalui survey penyebaran kuesioner kepada pekerja pada proyek pembangunan gedung Muhammadiyah Palangka Raya Kampus II dan analisis data dilakukan secara deskriptif. Berdasarkan hasil analisis mean dan standar deviasi diperoleh hasil berupa Faktor-faktor K3 yang dominan saat pandemi pada proyek pembangunan gedung Muhammadiyah Palangka Raya Kampus II yaitu (1) Peraturan dan Prosedur K3, (2) Keterlibatan Pekerja, dan (3) Komunikasi Pekerja.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"162 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122687192","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":"Performance Analysis Of Roads Using The Indonesian Road Capacity Manual Method (MKJI) 1997 On The Jepara-Kudus Road Km 11 To Km 15","authors":"Guntur Suryo Angkoso","doi":"10.34001/ces.01012021.4","DOIUrl":"https://doi.org/10.34001/ces.01012021.4","url":null,"abstract":"The  city of Jepara is one of the areas that is undergoing rapid development, where the population is insecreasing over time. Jepara is the center of all economic activity, the impact of traffic in the city of Jepara is very heavy, so that traffic jams often occur on certain roads. This happens because the number of vehicles that pass through the route is not balanced with the capacity of the road and the high activity of side barriers. In this thesis, the author raises the topic of Road Performance Analysis of the Jepara – Kudus road segment. The method applied in analyzing the road used the Manual Kapasitas Jalan Indonesia (MKJI) 1997. The study was conducted for 7 days, Monday to Sunday on the Jl. Jepara – Kudus. After doing research on the road section, it can be concluded that the road has the highest average speed of 38.19 km/hour on Sunday and the capacity of the road with side barriers (road body parking) is 2220,24 smp/hour, while the degree is 2220,24 smp/jam. The road saturation (DS) is > 0,75 which is 1.526 which is included in the service leecel category F with the number of vehicles being 3390.25 smp/hour/2 directions. So it is necessary to widen the road on the Jepara – Kudus road section Km 11 – Km 15.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"215 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134379284","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 struktur gedung 9 lantai hotel sky sea view jepara","authors":"Ristyanto Adi","doi":"10.34001/ces.01012021.6","DOIUrl":"https://doi.org/10.34001/ces.01012021.6","url":null,"abstract":"\u0000 \u0000 \u0000 \u0000  \u0000 \u0000 \u0000Sebagai bagian penunjang bidang pariwisata dibangunya hotel akan menambah nilai ekonomi daerah. Didasarkan pada peraturan Standart Nasional Indonesia diantaranya : PPIUG 1983 ,SNI 03-1726 2019 ,SNI-03-2847 ,PPPURG ,SKSNI-T-15-1991-03 1991 . Material memakai beton  30 Mpa , mutu besi tulangan 400 Mpa. Pelat lantai tebal 12 cm tulangan X D10-200 dan Y D10-200. Pelat Atap tebal 10 cm tulangan X D10-250 dan Y D10-250. Balok induk 60x30 cm tulangan tumpuan 4D20 tulangan lapangan 4D20 sengkang tumpuan D10-200 sengkang lapangan D10-250 dan tulangan bagi 4D12. Balok 45x25 cm tulangan tumpuan 5D20 tulangan lapangan 5D20 sengkang tumpuan D10-150 sengkang lapangan D10-150 dan tulangan bagi 2D12. Balok anak 35x20 cm tulangan tumpuan 4D20 tulangan lapangan 4D20 sengkang tumpuan D10-100 sengkang lapangan D10-150 dan tulangan bagi 2D12. Balok Sloof 60x30 cm tulangan tumpuan 4D20 tulangan lapangan 4D20 sengkang D10-250 dan tulangan bagi 4D12. Kolom 50x50 dengan tulangan 8D20 sengkang D10-200. \u0000  \u0000 \u0000 \u0000 \u0000","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"79 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115317826","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 Bangunan Pengaman Pantai ( Breakwater ) TPI Ujung Batu Jepara","authors":"Wiwit Nur laila sari ayu, Ariyanto","doi":"10.34001/ces.02012022.5","DOIUrl":"https://doi.org/10.34001/ces.02012022.5","url":null,"abstract":"Suatu struktur yang digunakan untuk melindungi pantai dari kerusakan akibat serangan gelombang laut, arus, mengurangi energi gelombang yang mencapai pantai dan mengubah laju transpor sedimen di sepanjang pantai. Salah satu bangunan pelindung pantai adalah pemecah gelombang. Pemecah gelombang dibangun untuk melindungi perairan di belakangnya dari serangan gelombang. Selain itu juga digunakan untuk mengendalikan abrasi yang mengikis pantai. Lokasi perencanaan berada di pantai Tempat Pelelangan Ikan (TPI) Ujung Batu Jepara, Jalan K.H. Sidiq Harun, Desa Ujung Batu, Kabupaten Jepara. Dengan koordinat -6.582469, 110.656976. Rencana ini menghitung tinggi gelombang rencana, dimensi, dan analisis bangunan yang direncanakan menggunakan tipe pemecah gelombang miring. Dalam perhitungannya menggunakan rumus Hudson. Alternatif pertama diperoleh dengan berat batu pecah 650 kg dan tetrapod 110 kg, dengan lapisan pelindung setebal 1,82 m, lebar 2,79 m dan elevasi 5,3 m. Alternatif kedua memiliki berat material 450 kg dan 200 kg batu pecah untuk tetrapod, serta memiliki ketebalan lapisan pelindung 1,65 m, lebar 2,47 m dan elevasi 5,2 m. Sedangkan alternatif ketiga, batu pecah seberat 307,5 ​​kg dengan tetrapod 132,5 kg dengan lapisan pelindung tebal 1,44 m, lebar 2,2 m, dan elevasi 4,75 m.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115491210","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 Kepadatan Tanah Pada Akses Jalan Conveyor PLTU TJB Unit 3,4 Dengan Menggunakan Standar AASHTO T 191","authors":"Yusuf Fahrizal, Yayan Adi Saputro, Decky Rochmanto","doi":"10.34001/ces.02012022.6","DOIUrl":"https://doi.org/10.34001/ces.02012022.6","url":null,"abstract":"Berkaitan dengan adanya aktivitas mobilisasi kendaraan besar di area conveyor PLTU TJB unit 3,4 jepara maka diperlukan jalan, untuk membangun jalan perlu diperhatikan pemadatan pada tanah dasar agar tidak terjadi kerusakan seperti, penurunan tanah serta kegagalan konstruksi lainya yang diakibatkan oleh pemadatan yang tidak sesuai standar, Metode yang digunakan adalah metode eksperimen, data yang digunakan data sekunder diperoleh dari site pland jalan dengan panjang 747 m, jumlah titik pengujian sandcone 32 titik, Data primer langsung diambil dari obyek penelitian, pengujian dilaboratorium meliputi propertis tanah, kompaksi, dan pengujian kepadatan tanah dengan metode sandcone standar AASHTO T 191, Hasil dari pengujian propertis tanah mengandung materia kerikil, pasir kasar, pasir sedang, pasir halus, jenis butiran semuanya mengandung material fly ash dan bottom ash, pengujian kompaksi didapat γLab max 1,610 gr/cm3, dengan kadar air optimum 11,111 %, ada beberapa STA yang belum memenuhi kadar air lapangan untuk pemadatan yaitu (-1% + 3%) terhadap OMC, pengujian sandcone standar AASHTO T 191 didapat hasil (R) rata- rata 95,861 %, sebelumnya telah dilakukan koreksi terhadap agregat yang tertahan di saringan no.4.   ","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115124649","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":"Optimalisasi Campuran Fly Ash, Bottom Ash, dan Semen Untuk Lapis Pondasi (Improving Subgrade)","authors":"Ari Nely Mak'sudah, Yayan Adi Saputro, Decky Rochmanto","doi":"10.34001/ces.02012022.1","DOIUrl":"https://doi.org/10.34001/ces.02012022.1","url":null,"abstract":"PLTU Tanjung Jati B Jepara causes excessive environmental pollution, namely fly ash and bottom ash (FABA) waste. So this waste is very suitable to be used as a stabilizing mixture for ordinary embankment soil. The purpose of this study was to find the optimal value for the foundation layer, using an experimental method to examine the free compressive strength of the soil stabilizing material. By using a mixture of 50% FA + 50% BA and 60% FA + 40% BA with the percentage of cement addition of 3%,5%,7%,9%,11%,15%. The results showed that the highest stress value occurred in the mix design 50% FA+50% BA with a percentage of 9% cement, the highest stress increase was at a percentage value of 4,943 kg/cm2 during a 3 day curing period. With the highest field density value at T3 of 1,553 gr/cm3. With the results of the highest soil density R value at T3 of 123.247%. The UCS and CBR values ​​for the best comparison for the foundation layer increased with the addition of bottom ash composition and PCC content in the mixture.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"41 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121256785","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":"Implementasi Software Hec-Ras 4.1.0 Dan Epa Storm Water Management Model (Swmm) 5.1.0 Pada Efektivitas Analisis Saluran Drainase (Studi Kasus Desa Kelet Kecamatan Keling Kabupaten Jepara)","authors":"Ersa Efrizal, Yayan Adi Saputro, Nor Hidayati","doi":"10.34001/ces.02012022.2","DOIUrl":"https://doi.org/10.34001/ces.02012022.2","url":null,"abstract":"In the area of highway Kelet - Bangsri area, Kelet Village, drainage problems and flooding often occur along the highway during the rainy season. From the problems found that there are no drainage channels as a result of residential construction that does not pay attention to the drainage function and can result in damage to road construction. This final project analyzes drainage channels with the aim of knowing alternative flood management. The results of the hydrological planning calculations will be used as the basis for hydraulic analysis, rainfall calculations using the isohyet method. The hydraulics analysis was carried out using the HEC-RAS and EPA SWMM programs. Based on the results of the analysis of existing conditions, it was found that inundation occurs because the capacity of the channel is not able to drain the flood discharge, such as the dimensions of the channel that are not suitable so that new planning is needed. The results of the analysis of the EPA SWMM software are more effective to be used as an alternative for handling the right flood problem according to the condition of the Kelet - Bangsri Highway, Kelet Village, Keling District, Jepara Regency with the planning of the new drainage channel dimensions of B = 0.6m and H = 0.8m.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"153 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131788297","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":"Analisa Kapasitas Saluran Drainase Pada Jalan Raya Kelet - Bangsri","authors":"Muhammad Khoirul mahfidh, Fatchur Roehman, Kartono Wibowo","doi":"10.34001/ces.02012022.3","DOIUrl":"https://doi.org/10.34001/ces.02012022.3","url":null,"abstract":"Drainase Jalan Raya Kelet– Bangsri yang terletak di Desa Jinggotan, Kecamatan Kembang, Kabupaten Jepara, drainase ini tergolong kedalam drainase buatan dengan panjang 725 meter. Menurut Muria News “ Jepara, 4/02/2020, turun hujan deras dari pukul 10.30 hingga 15.00 di Jalan Raya Kembang – Bangsri, pada saat itu terjadilah banjir besar yang menggenangi jalan tersebut setinggi 30- 40 cm. Genangan air terjadi dari Taman Kembang sampai jembatan Jinggotan yang terletak di sebelah selatan dari SMA 1 Kembang. Banjir tersebut menganggu arus lalu lintas setempat sehingga menghambat laju kendaraan yang melewatinya.”Penelitian analisa kapasitas drainase pada Jalan Raya Kelet – Bangsri ini bertujuan untuk mengetahui kemampuan drainase dalam mengalirkan debit air buangan, selain itu juga untuk mengetahui kapasitas drainase, dan memberikan solusi dari permasalahan tersebut. Pada penelitian ini sebelumnya yang dilakukan adalah dengan meninjau kondisi saluran eksisting terlebih dahulu, dengan mengumpulkan data primer maupun sekunder kemudian melakukan analisa menggunakan  software HEC – RAS 5.0.7[1]. Berdasarkan permasalahan yang terjadi pada drainase Jalan Raya Kelet– Bangsri memang perlu adanya analisa kapasitas drainase, sehingga dapat mengetahui solusi untuk perencanaan kedepan. Dengan analisa hidrologi menggunakan software  HEC-RAS 5.0.7 akan memudahkan untuk merencanakan kembali suatu drainase dengan dilengkapi simulasi kondisi saluran. Dalam analisa perhitungan menggunakan distribusi sebaran log pearson III karena nilai Cs < 1 dari metode tersebut mendapatkan curah hujan 2 tahun 226.0757 mm, 5 tahun 285.6254 mm, 10 tahun 322.7451 mm sehingga menghasilkan debit banjir rencana Q 2019 2,99 m3/s, Q 2021 3,28 m3/s, Q 2024 3,64 m3/s, dan Q 2029 4,04 m3/s. sedangkan pada sofware HEC – RAS 5.07 menghasilkan debit saluran rata – rata Q 2,43 m3/s dimana Q Debit > Q Saluran maka dinyatakan Q saluran tidak memenuhi persyaratan untuk mengalirkan debit banjir sehingga terjadi limpasan air. Untuk itu direncanakan U ditch dengan dimensi b = 1,2 m dan h = 1,4 m dengan kekasaran manning 0.014 dan kemiringan saluran sebesar 2,75 %, dari hasil analisa menggunakan software HEC-RAS 5.0.7 dengan U ditch dimensi b = 1,2 m dan h = 1,4 m memenuhi syarat dan aman untuk menampung debit banjir.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124291232","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":"Reservoir Perencanaan Struktur Reservoir Air Bersih Desa Pecangaan Kulon, Kecamatan Pecangaan, Kabupaten Jepara","authors":"H. Prasetya, Khotibul Umam, Decky Rochmanto","doi":"10.34001/ces.01012021.1","DOIUrl":"https://doi.org/10.34001/ces.01012021.1","url":null,"abstract":"Keberadaan air bersih di sebuah desa sangat penting, melihat aktivitas kehidupan pedesaan yang sekarang mulai dinamis. Perencanaan ini berdasar pada SNI 7509:2011 tentang Tata Cara Perencanaan Teknik Jaringan Distribusi dan Unit Pelayanan Sistem Penyediaan Air Bersih dan Peraturan Menteri Pekerjaan Umum Nomor 18/PRT/M/2007 tentang Penyelenggaraan Pengembangan Sistem Penyediaan Air Minum. Reservoir direncanakan menggunakan material beton bertulang dengan tebal plat dasar 250 mm serta penulangannya D13-150, tebal dinding beton 150 mm serta penulangan D13-100, serta plat penutup dengan tebal 100 mm dengan penulangan Ø10 – 150. Balok dimensi 20 x 30 cm dengan penulangan pokok tumpuan 5D13 dan tulangan sengkang Ø8-150 serta penulangan pokok lapangan 4D13 dan tulangan sengkang Ø8-200. Kolom dimensi 25 x 25 cm dengan penulangan pokok 6D13 dan tulangan sengkang Ø8-150.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131825449","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":"Spatial and WTP Development Plan Perencanaan Pembangunan Spal Dan Ipal Untuk Sarana Peningkatan Kualitas Lingkungan Kampung Nelayan Tanjungsari Kabupaten Rembang","authors":"Iin Widias tuti, Khotibul Umam, Decky Rochmanto","doi":"10.34001/ces.02012022.4","DOIUrl":"https://doi.org/10.34001/ces.02012022.4","url":null,"abstract":"Limbah dalam negeri di Kelurahan Tanjungsari belum dikelola dengan baik, di mana greywater diberhentikan langsung ke drainase. Dimana drainase habis langsung di laut, menyebabkan polusi laut karena limbah domestik. Tujuan dari rencana akhir proyek ini adalah untuk merancang SPAL dan IPAL sebagai sarana untuk meningkatkan kualitas lingkungan Tanjungsari Desa. Hasil dari penelitian pada aspek teknis menunjukkan bahwa limbah rata-rata debit dari Desa Tanjungsari adalah 69,36 L / orang per hari. Diameter pipa yang digunakan dalam perencanaan pengembangan SPAL dan IPAL untuk daerah ini adalah 100 mm atau 4 inci. Dalam perencanaan SPAL dan IPAL, Desa Tanjungsari dilengkapi dengan beberapa bangunan lengkap, yaitu sebagai berikut: 1) lubang dengan ukuran 70 x 70 cm x 100 cm, 2) Grease dengan ukuran 80 cm x 50 cm, 3 cm dengan ukuran 60 x 50 cm dengan ukuran 2, 3 cm dengan ukuran 60 x 50 cm cm x 300 cm, 7) kamar IPAL 2-5 berukuran 300 cm x 300 cm.Rencana Anggaran Biaya dihabiskan untuk merencanakan SPAL dan IPAL untuk Tanjungsari Desa adalah Rp. 3,059,073,121.37.","PeriodicalId":185157,"journal":{"name":"Jurnal Civil Engineering Study","volume":"120 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123235050","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}