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Journal of Sustainable Civil Engineering (JOSCE)
Published by Universitas Banten Jaya
ISSN : 26560844     EISSN : 26562766     DOI : https://doi.org/10.47080/josce.v6i01.3325
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation
JOSE bertujuan untuk: 1. Mempublikasikan informasi, pengetahuan dan hasil penelitian terkait dunia teknik sipil 2. Mempromosikan pendekatan komprehensif terhadap teknik sipil yang menggabungkan sudut pandang berbagai disiplin ilmu. 3. Memperkuat pertukaran akademik dengan institusi lain. 4. Mendorong ilmuwan, praktisi insinyur, dan pihak lain untuk melakukan penelitian dan aktivitas serupa lainnya. JOSCE mempunyai ruang lingkup untuk: 1. Ilmu teknik Sipil 2. Ilmu transportasi 3. Ilmu pendukung teknik sipil
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 96 Documents
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ANALISIS PEKERJAAN BANGUNAN BAGI SEKUNDER PADA JARINGAN IRIGASI DI CIKURAY KECAMATAN CINANGKA KABUPATEN SERANG Afri Mujiyono; M Ichwanul Yusup; Ma'ulfi Kharis Abadi
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2439

Abstract

Dalam rangka meningkatkan kebutuhan dan ketahanan pangan khususnya di daerah kabupaten serang, melalui Dinas Pekerjaan Umum Bidang Sumber Daya Air mempunyai program untuk meningkatkan dan merehabilitasi Jaringan Irigasi diwilayah kabupaten serang yang berlokasi di Cikuray Kecamatan Cinangka Kabupaten Serang dengan kondisi sudah mengalami kerusakan, sehingga mengakibatkan kurangnya pasokan air untuk daerah irigasi tersebut. Oleh sebab itu program Rehabilitasi ini sangat diperlukan untuk memenuhi kebutuhan pangan kedepannya. Dalam program ini bertujuan untuk menstabilkan ketahan pangan nasional khususnya diwilayah banten. Konsultan sebagai pengawas di lapangan disamping ada pengawas dari Dinas Pekerjaan Umum (DPU) Kabupaten Serang. Beberapa banguanan inti yang perlu diperbaiki antara lain mulai dari saluran pembagi, Bangunan Bagi sampai penambahan saluran baru. Proyek ini mempunyai luasan area 264,7 Ha, dengan Panjang salurannya 1612 m. Dari proyek ini penulis menganalisis pekerjaan bagunan bagi dan sadap. Tahapan analisis ini dengan menghitung data curah hujan rencana dengan menggunakan metode Normal,Log Normal,Gumbel dan Log Pearson type III di uji dengan metode smirnov-kolmogorov dan chi quadrat lalu menganalisis debit banjir rencana dengan metode HSS Nakayasu. Lalu menentukan dimensi dan jumlah bangunan bagi sekunder yang terdapat pada jaringan irigasi cikuray. Dari hasil penelitian ini kita dapat merencanakan suatu bangunan bagi sekunder yang dibutuhkan.
OPTIMALISASI JUMLAH PERJALANAN KRL LINTAS JAKARTA KOTA- BOGOR TERHADAP DEMAND PENUMPANG MENGGUNAKAN ARIMA BOX-JENKINS ARINDA LELIANA; Shalsabila Diast Ferlianne; Muhardjito Muhardjito
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2455

Abstract

The large number of people's interest in using the KRL has caused the demand for KRL travel needs to continue to increase. The Jakarta Kota-Bogor route is quite a busy KRL line because this route is included in the busiest route category with a maximum journey of 15 minutes per day. The large number of people's interest in using the KRL has caused the demand for KRL travel needs to also continue to increase. So that a study is needed related to optimizing the calculation of the number of trips needed based on passenger demand by taking into account the available traffic capacity and headway. The ARIMA method is applied to find out the number of passengers in the next 5 years whether it goes up or down. Furthermore, the calculation of the headway and traffic capacity is used as a consideration in determining the number of trips needed. From the calculation results, there is an increase in the number of passengers from 2022 to 2026 of 0.83% with the availability of 134 trips and a headway of 2-4 minutes. The number of trips required during 2022 is 134 trips, 140 trips in 2023, 144 trips in 2024, 145 trips in 2025 and 2026 with a total of 146 trips. An additional 30 trips are needed in 2022, an additional 36 trips are needed in 2023, an additional 40 trips are needed in 2024, an additional 41 trips are needed in 2025, and an additional 42 trips are needed in 2026. With the number of formations for each series of 12 trainsets and a total transport capacity of 1,800 people.
UJI KUAT TEKAN BETON PADA MATERIAL ALAM PASIR PANTAI MUARA LAPAO-PAO Muhammad Buttomi Masgode; Arman Hidayat; Rusli Rusli
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2505

Abstract

The research on the use of sea sand as a fine aggregate in the manufacture of concrete is motivated by the beach sand of Muara Lapao Pao. to meet material needs in the estuary area of ​​Lapao Pao and its surroundings. This study aims to determine how much compressive strength the concrete produces when using sand from Muara Lapo Pao beach. The compressive strength of concrete is planned f'c 18 MPa. Cylindrical concrete samples totaled 18 pieces. The results of this study indicate that the compressive strength of concrete produced using Muara Lapao Pao beach sand without treatment is higher than Muara Lapao Pao beach sand with washing treatment. The compressive strength of concrete using Muara Lapao-pao beach sand without treatment with a curing age of 7, 14 and 28 days with a design quality of 18 MPa, namely 13.04 Mpa, 16.56 Mpa and 21.23 Mpa. Compared to the Lapao-pao Muara sand with washing treatment with a treatment age of 7, 14, and 28 days with a design quality of 18 MPa, namely 15.29 MPa, 16.65 MPa, and 16.84 MPa. With a percentage increase in concrete compressive strength of 24.38% of the design compressive strength for unwashed beach sand conditions.
EVALUASI SISTEM DRAINASE MENGGUNAKAN PROGRAM EPA SWMM 5.2 (STUDI KASUS : JALAN PRAMUKA KECAMATAN RAJABASA KOTA BANDAR LAMPUNG) Andika Pratama; Sumiharni Sumiharni; Rina Febrina
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2522

Abstract

Sistem drainase adalah serangkaian sarana dan prasarana yang digunakan untuk mengurangi atau membuang kelebihan air pada suatu wilayah atau lahan, sehingga lahan dapat difungsikan secara optimal. Tujuan penelitian ini adalah untuk mengetahui debit rencana dan dimensi yang sesuai dengan kala ulang 2, 5, dan 10 tahun. Lokasi penelitian ini adalah saluran drainase di Jalan Pramuka Kecamatan Rajabasa Kota Bandar Lampung. Penelitian ini dilakukan dengan dua jenis analisis, yaitu analisis hidrologi dan analisis hidraulika. Analisis hidraulika menggunakan program Storm Water Management Model (SWMM) untuk mempermudah proses evaluasi, selanjutnya menghitung debit rencana saluran dan menentukan dimensi saluran yang sesuai. Hasil perhitungan parameter statistik diperoleh distribusi Log Pearson III dan diperoleh debit rencana untuk kala ulang 2 tahun sebesar 13,5487 m3/detik, kala ulang 5 tahun sebesar 18,4453 m3/detik, dan kala ulang 10 tahun sebesar 21,8985 m3/detik. Berdasarkan hasil evaluasi dimensi saluran kondisi eksisting, saluran drainase di Jalan Pramuka perlu didesain ulang terutama pada zona 5 sampai zona 10. Disarankan dengan dimensi rata-rata pada kala ulang 2 tahun yaitu b = 0,75 m x h = 1,15 m, kala ulang 5 tahun yaitu b = 0,85 m x h = 1 m, dan kala ulang 10 tahun yaitu b = 0,85 m x h = 1,35 m sehingga saluran drainase mampu menampung debit banjir.
Pemanfaatan Limbah Cangkang Kerang dan Abu Jerami Sebagai Substitusi Parsial Terhadap Kuat Tekan Beton Petrus Tomu Natal Marpaung; LOLOM EVALITA HUTABARAT; Setiyadi Setiyadi
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2639

Abstract

As an archipelagic country and agricultural land, coastal areas and agriculture dominate most of Indonesia's mainland. These conditions make oyster shells waste and rice husk ash very easy to obtain in large quantities as a component for making concrete. It can be an appropriate technological solution for manufacturing concrete with local wisdom. The research used 24 specimens in cylinders with a diameter of 15cm and a height of 30cm, referring to SNI 7656-2012 with a k-300 or 25 MPa concrete plan. The composition of 10% oyster-shells waste was used as a substitute for fine aggregate, while the composition of rice husk ash varied, namely 3%, 5%, and 7% as a substitute for cement. Concrete curing was carried out 14 and 28 days before the compression test. The compressive strength test results for regular concrete at 14 and 28 days, respectively, were 24.72 MPa and 25.00 MPa according to the design compressive strength. The compressive strength value of concrete with a mixture of rice straw ash and shellfish increased from regular concrete at 14 days of age, namely 25.95 MPa, 27.18 MPa, and 26.04 MPa for each variation of 3%, 5%, and 7 %. Whereas at 28 days of concrete age, using variations of shellfish waste mixture of 3%, 5%, and 7% obtained compressive strength of 27.18 MPa, 28.21 MPa, and 26.99 MPa. Thus, there is an increase in compressive strength ranging from 0.05% -0.12% in concrete using a mixture of oyster-shells waste and rice husk ash
PEMILIHAN MODA PERJALANAN MENUJU KAWASAN OBYEK WISATA MENARA KUDUS MENGGUNAKAN MODEL LOGIT BINER Nurul Hidayati; Emir Al Hasan; Zilhardi Idris; Gotot Slamet Mulyono
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2687

Abstract

The trip to the Menara Kudus tourist area can be reached using various vehicles. The availability of various choices of transportation modes has resulted in an increase in traffic flow around the area. This study aims to identify the characteristics, factors that influence respondents in choosing a mode and analyze the modeling. The primary data needed is the characteristics of the respondent and the trips made, as well as the modal facilities used. Other data used is the location map and the number of tourists. Questionnaires were distributed online and obtained by 340 respondents. The analysis was carried out using a binary logic model using the parameter number of voters for each mode and costs based on the recapitulation of questionnaire data. The results of the analysis obtained that the majority of respondents used motorbikes and cars, were female, aged 17-25 years and had student status. Other results show that the majority of samples come from Gebog District, Kudus Regency, which has a travel time of less than 25 minutes and is 5-10 km away. Factors that influence the choice of mode are convenience and comfort. The results of the difference logic modeling show that there is a discrepancy between the logic and the facts. Logically, if the cost difference between the two modes gets smaller (cars are cheaper), then the chances of choosing a motorcycle will decrease. However, the results obtained are contrary to these conditions. This discrepancy also occurs in logic ratio modeling. Logically, if the cost ratio of the two modes is less than one (motorcycles are cheaper), then the probability of choosing a motorcycle will increase. However, the results obtained actually decreased the chances. This happened due to different consideration factors between respondents who came from near and far away from Kudus Regency.
PENINGKATAN SIMPANG TIGA TAK BERSINYAL PADA RUAS JALAN CIKEPUH KOTA SERANG Ahmad Wildan Mauludi; Telly Rosdiyani; Ma'ulfi Kharis Abadi
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2779

Abstract

Transportation has a very important role for people's lives. Judging from the current condition of Serang City, if viewed from the perspective of facilities and infrastructure, it has started to be inversely proportional. The Cikepuh intersection is an important intersection because motorists often pass it to get to the old Banten, East Serang Toll Road and the Rau main market. Where the need for roads is not proportional to the large number of existing vehicles. The increase in vehicle volume will affect the level of traffic performance which will eventually cause congestion. This study aims to determine performance factors and alternative strategies, methods of analysis using MKJI 1997. For data collection to calculate the volume of traffic flow by conducting a survey for 3 days, namely Monday, Saturday and Sunday, with an interval of 15 minutes and taken in the morning : 06.00-09.00, afternoon: 11.00-14.00, and afternoon: 16.00-18.00. Obtained the value of the degree of saturation (DS) of 2.4. Get a queue opportunity of QP% = 28.6% -75.9%, the average approach width of WI = 2.90m, the value of Degree of Saturation (DS) > 0.75. Exceeds established safety standards. The average capacity is 624.5 smp/hour, and it greatly affects the intersection delay (D) showing instability, namely 6.656 s/pcu. From the data attached to the Cikepuh intersection, there should have been an increase in the road, because it was not sufficient for motorists to pass through the intersection. Due to the lack of traffic lights and street lighting, the lack of road width and intersection geometry with increased driver capacity.
ANALISA KUAT TEKAN BETON NORMAL DENGAN SERAT SABUT KELAPA SEBAGAI BAHAN TAMBAH TERHADAP SUHU TINGGI Arman Hidayat; Muhammad Buttomi Masgode; Arya Dirgantara; Fitriani Fitriani
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2822

Abstract

Fires that occur in a building often cause damage to its structural elements. This study aims to determine the compressive strength of coconut fiber concrete after burning with concrete quality design fc' 20 MPa. This research was conducted by simulating the condition of burning concrete through a cylindrical medium measuring 5 cm x 5 cm with a total of 39 samples. The test was carried out at the age of 28 days by placing the sample into the drum and then burning it with a temperature variation of 200°C and 300°C. The sample burning durations were 30 minutes, 60 minutes, and 90 minutes. Samples that reach the specified temperature are then cooled by pouring and without pouring. Compressive strength test results for a temperature of 200oC with watering treatment, duration of 30 minutes 14.33 Mpa, duration of 60 minutes 10 MPa, and duration of 90 minutes 8.42 MPa. For the treatment without watering with a duration of 30 minutes 15.65 Mpa, 60 minutes 13.15 MPa, and 90 minutes 11.23 Mpa. Compressive strength at 300oC for watering treatment, 30 minutes 11.08 MPa, 60 minutes 8.71 MPa, and 90 minutes 5.31 MPa. Whereas for conditions without watering with the same temperature, the duration was 30 minutes 13.44 MPa, 60 minutes 12.26 MPa, and 90 minutes 8.71 MPa. As a comparison, the compressive strength of coco fiber concrete without burning is 20.39 Mpa. From the data above, it can be concluded that the longer the combustion process takes place, the strength of the coco fiber concrete will decrease by an average of more than 20%. According to PBI 1971 Chapter 4.8 Paragraph 1 states the concrete strength requirement is equivalent to 80% of the required compressive strength value.
Kajian Anjlokan Kereta Api Pada Lintas Rangkasbitung-Tanah Abang Berdasarkan Track Quality Index (TQI) Anandita Estyas Cahyaningrum; Arinda Leliana
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2828

Abstract

Anjlokan kereta api merupakan kecelakaan yang memiliki jumlah kejadian tertinggi dibandingkan kecelakaan kereta api lainnya. Selama tahun 2020 hingga 2023 telah terjadi 4 kali kejadian anjlokan pada lintas Rangkasbitung-Tanah Abang. Kualitas lintasan menjadi salah satu faktor penyebab anjlokan tersebut terjadi. Indeks kualitas lintasan merupakan data hasil pengukuran pembacaan alat ukur/kereta ukur untuk mengetahui kualitas suatu rute KA. Keterbatasan jumlah kereta ukur untuk melakukan pengukuran fasilitas perkeretaapian yang dimiliki pemerintah maka diperlukan suatu alternatif untuk memprediksi nilai dari parameter Track Quality Index (TQI) sehingga dapat dilakukan perbaikan untuk mencegah penurunan kualitas lalu lintas. Penelitian ini bertujuan untuk mengetahui pengaruh frekuensi perjalanan, daya angkut lintas, dan kecepatan operasional yang telah menyebabkan penurunan kualitas lintas terhadap jumlah kecelakaan anjlokan. Metodologi penelitian menggunakan analisis regresi linear berganda dengan variable bebas meliputi frekuensi (X1), daya angkut lintas (X2), dan kecepatan (X3) untuk mengetahui pengaruh dari parameter TQI yaitu pertinggian, angkatan. listringan, dan lebar sepur. Hasil analisis menunjukan variabel frekuensi dan daya angkut lintas memiliki nilai sig< 0,05 yang berarti variabel bebas memberikan pengaruh signifikan secara positif terhadap variabel terikat parameter TQI. Pengaruh tersebut dapat menyebabkan meningkatnya angka TQI yang berdampak pada anjlokan kereta api. Variabel kecepatan memiliki nilai sig> 0,05 yang berarti variabel kecepatan tidak berpengaruh terhadap nilai parameter TQI dan tidak menyebabkan peningkatan nilai TQI sehingga tidak berpengaruh terhadap penurunan kualitas lintas sebagai sebab anjlokan kereta api. Berdasarkan hasil uji yang telah dilakukan, didapatkan beberapa persamaan untuk memprediksi nilai parameter TQI. Persamaan tersebut dapat digunakan sebagai nilai prediksi TQI tanpa harus mengoperasikan kereta ukur.
PERENCANAAN STRUKTUR BALOK GEDUNG PERKULIAHAN 6 LANTAI DI KOTA BEKASI DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS (SRPMK) ANITA MARDIANA AGUSSALIM; Imam Asykar Al Kahfi; Eko Darma
Journal of Sustainable Civil Engineering (JOSCE) Vol 5 No 02 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i02.2835

Abstract

Bekasi merupakan kota yang sudah berkembang dan termasuk salah satu kota terpadat di Jawa Barat. Mengakibatkan semakin ditingkatkannya sarana dan prasarana di bidang pendidikan. Untuk menunjang hal itu maka dibutuhkan prasarana yang baik salah satunya adalah gedung perkuliahan yang memadahi dan tidak memakan banyak lahan. Jenis penelitian yang dilakukan adalah penelitian kuantitatif dengan cara pengambilan data sekunder dengan meminta data-data yang diperlukan kepada instansi yang berkaitan dan dianalisa struktur dengan bantuan Software SAP2000 V.24. Hasil perencanaan gedung perkuliahan 6 lantai didapatkan adalah perencanaan balok terdapat 4 jenis balok yaitu balok B1 (65x40cm) tulangan tumpuan negatif 8D19 dan positif 8D19 serta tulangan lapangan negatif 6D19 dan positif 8D19, B2 (45x30cm) tulangan tumpuan negatif 8D19 dan positif 8D19 serta tulangan lapangan negatif 2D19 dan positif 4D19, B2A (45x30cm) tulangan tumpuan negatif 8D19 dan positif 8D19 serta tulangan lapangan negatif 2D19 dan positif 4D19, dan B3 (35x20cm) tulangan tumpuan negatif 6D13 dan positif 4D13 serta tulangan lapangan negatif 2D13 dan positif 4D13.

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