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Jurnal Teknik Sipil
Published by Universitas Tanjungpura
ISSN : 14123576     EISSN : 26218429     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil Universitas Tanjungpura merupakan publikasi ilmiah berkala yang diperuntukkan bagi peneliti yang hendak mempublikasikan hasil penelitiannya dalam bentuk studi literatur, peneltian, dan pengembangan teknologi sebagai bentuk penerapan metode, algoritma, maupun kerangka kerja. Melalui penulisan Jurnal Teknik Sipil yang terbit pada bulan Juni dan Desember setiap tahun. Redaksi Jurnal Teknik Sipil Universitas Tanjungpura mengundang para profesional dari dunia usaha, pendidikan dan peneliti untuk berpartisipasi mengembangkan profesi serta menyebarluaskan perkembangan ilmu dalam bidang Teknik Sipil termasuk geoteknik, transportasi, struktur, sumberdaya air dan lingkungan dengan penekanan khusus pada pengurangan resiko bencana termasuk pendekatan sosio-teknik untuk penanggulangan.
Arjuna Subject : -
Articles 588 Documents
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KARAKTERISTIK PERILAKU PERJALANAN MAHASISWA AKIBAT ADANYA ONLINE LEARNING Lestari, Fera; Pramita, Galuh
Jurnal Teknik Sipil Vol 22, No 1 (2022)
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtsft.v21i2.50753

Abstract

AbstrakPelakasanaan kegiatan belajar mengajar  secara online menyebabkan perubahan yang penting dalam perilaku perjalanan dan karakteristik perjalanan mahasiswa ke kampus.  Dengan online learning diharapkan dapat mengurangi perjalanan ke kampus yang dilakukan oleh mahasiswa. Sehingga penelitian ini diharapkan dapat menggali hubungan antara online learning dan pengaruhnya terhadap frekuensi perjalanan ke kampus oleh mahasiswa. Penelitian ini bertujuan untuk menganalisis karakteristik perilaku perjalanan menuju kampus dan pulang dari kampus yang dilakukan mahasiswa universitas teknokrat Indonesia, mengetahui pengaruh online learning terhadap frekuensi perjalanan ke kampus, mengetahui hubungan antara online learning  dan perilaku perjalanan ke kampus oleh mahasiswa.  Hasil penelitian menunjukkan bahwa adanya online learning berpengaruh terhadap frekuensi perjalanan mahasiswa. Mahsiswa setuju bahwa dengan adanya online learning dapat mengurangi biaya transportasi Kata Kunci : Online Learning, Perliaku Perjalanan, MahasiswaAbstractThe implementation of online learning activities causes important changes in travel behavior and characteristics of student trips to campus. Online learning is expected to reduce student trips to campus. So this research is expected to explore the relationship between online learning and its effect on the frequency of trips to campus by students. This study aims to analyze the characteristics of the behavior of trips to campus and home from campus by Teknokrat Indonesia University Students, to determine the effect of online learning on the frequency of trips to campus, to determine the relationship between online learning and student travel behavior to campus. The results showed that online learning had an effect on the frequency of student trips. Students agree that online learning can reduce transportation costsKata Kunci : Online Learning,Travel Behaviour,Collage Students
KAJIAN STRUKTUR PERKERASAN DAN SALURAN DRAINASE RUAS JALAN PUSPAHIYANG KABUPATEN TASIKMALAYA Prima, Gary Raya; Sari, Novia Komala
Jurnal Teknik Sipil Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v21i2.50219

Abstract

Jalan Puspahiang merupakan jalan yang dibangun oleh Pemerintah Kabupaten Tasikmalaya untuk menghubungkan Desa Puspahiang, Desa Puspasari, Desa Sukasari dan Desa Mandalasari. Jalan Puspahiang memiliki trase jalan asli ± 10 km (2 arah, 2 lajur tanpa median) dan lebar jalan 3,5 m. Saat ini kondisi ruas jalan tersebut sudah sangat rusak, baik perkerasan maupun saluran drainase. Hal ini dikhawatirkan akan mengganggu fungsi dari jalan tersebut. Oleh karena itu perlu dilakukan penelitian untuk mengkaji dan menganalisis kekuatan serta fungsi dari struktur perkerasan dan saluran drainase pada ruas jalan tersebut.Metode yang digunakan Untuk mengkaji kekuatan perkerasan, dilakukan dengan cara membandingkan nilai Indeks Tebal Perkerasan (ITP) Eksisting terhadap nilai Indeks Tebal Perkerasan (ITP) berdasarkan beban lalu lintas yang ada saat ini. Sedangkan untuk menganalisis saluran drainase dilakukan dengan cara membandingkan kapasitas debit saluran (Qs) yang ada dengan debit rencana (Qr).Berdasarkan hasil penelitian yang dilakukan dapat diketahui bahwa   nilai ITP eksisting = 7,1 dan ITP saat ini = 7,9 (ITP Eksisting ITP saat ini), artinya bahwa kondisi struktur perkerasan sudah tidak berfungsi dengan baik. Oleh karena itu diperlukan perbaikan struktur perkerasan berupa over lay. Dari hasil perhitungan tebal perkerasan yang diperlukan yaitu lapis pondasi bawah 10 cm, lapis pondasi atas 20 cm, dan lapis permukaan 9,5 cm. Sedangkan untuk saluran drainase diperoleh debit rencana (Qr) sebesar   0,546 m3/det, maka perlu direncanakan saluran drainase yang bisa menampung debit tersebut. Dari hasil perhitungan diperoleh saluran drainase berbentuk segi empat dari beton berdimensi 0,40 m x 0,768 m dengan debit saluran (Qs) sebesar 0,586 m3/det.  Kata kunci: Jalan, struktur perkerasan, saluran drainase.
SISTEM PENGELOLAAN SAMPAH BERBASIS MASYARAKAT DI DESA SUTERA KECAMATAN SUKADANA KABUPATEN KAYONG UTARA Mayarianty, Mayarianty; Mulki, Gusti Zulkifli; Marsudi, Marsudi
Jurnal Teknik Sipil Vol 18, No 2 (2018): JURNAL TEKNIK SIPIL EDISI DESEMBER 2018
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v18i2.53743

Abstract

Timbulan sampah padat tidak dapat dihentikan, akan tetapi harus dikelola, dikurangi atau diminimalisasi secara baik. Pengelolaan sampah harus secara efektif dikelola oleh Pemerintah Daerah karena pada umumnya, pengelolaan sampah memerlukan anggaran/biaya yang besar, terutama untuk biaya teknik operasional baik dari pengumpulan, pengangkutan dan pembuangan sementara (TPS) maupun pembuangan akhir (TPA). Pengelolaan persampahan yang optimal dapat dilihat melalui kecenderungan pengelolaan sistem teknik operasional persampahan yang tepat berdasarkan aspek teknik yang dimulai dari pewadahan, pengumpulan, pemindahan, pengangkutan dan pembuangan dilihat dari kerekteristik jenis sampah itu sendiri dan aspek peran serta masyarakat. Pengelolaan sampah juga diawali dengan usaha perubahan persepsi dan perilaku masyarakat untuk mengolah sampah secara produktif. Salah satu program penanganan masalah sampah adalah melalui program 3R, dimana prorgam ini merupakan program dengan menjalankan 3R yaitu reduce atau mengurangi jumlah sampah, recycle atau mendaur ulang sampah, dan reuse atau memanfaatkan kembali sampah. Ketiga hal dalam konsep 3R sebenarnya merupakan tiga serangkaian hal yang saling terkait satu sama lain dalam setiap penerapannya. Seperti contohnya kegiatan penggunaan ulang (reuse) yang sangat erat terkait untuk kemudian melakukan kegiatan pendaur ulangan (recycling) yang juga berakibat mengurangi (reduce) volume sampah. Namun, jika dibandingkan dengan kegiatan mendaur ulang, mempergunakan barang bekas tampaknya menjadi hal yang lebih mudah dilakukan, khususnya secara individual. Di samping itu, penggunaan ulang barang bekas juga secara tidak langsung merupakan usaha mengurangi sampah. Kata kunci: TPS, TPA, pengelolaan sampah, peran serta masyarakat, 3R
PLANNING THICK RIGID PAVEMENT BY FAA METHOD ON THE NEW RUNWAY OF SUPADIO AIRPORT Natalis Deni; Akhmadali Akhmadali; Siti Nurlaily Kadarini; Elsa Tri Mukti; Ferry Juniardi
Jurnal TEKNIK SIPIL Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtsft.v22i2.59430

Abstract

Pontianak Supadio Airport is a gateway for exiting or entering tourists from within and outside the country. PT. Angkasa Pura II (Persero) plans to build a second runway at Pontianak Supadio International Airport to support economic growth and tourism in West Kalimantan. The method used in this study is the FAA (Federal Aviation Administration) method to determine the thickness of the rigid pavement to be used in planning the construction of a new runway. Forecasting the number of passengers and aircraft using the double moving average method. It is predicted that the plan period will be in 2035 with 12.763.479 passengers per year and 121.782 aircraft movements per year. Planned aircraft type Airbus A330-300 is an aircraft that requires the largest thickness of concrete slab with dual tandem wheel types, and MTOW 533.519 lbs. Due to the condition of the original soil which has a CBR value of 0.53%, a 52.5 cm thick embankment is required to achieve a CBR value of 6%. In the calculation of rigid pavement thickness planning for the design life of 2035, the surface course = 56,39 cm, subbase course = 15,24 cm, and stabilized subgrade / base soil = 52,5 cm for critical areas, and a surface course of 50,751 cm, subbase course = 13,716 cm, and stabilized subgrade / base soil = 52,5 cm for non-critical areas.
THE ASSESSMENT OF NATIONAL ROAD SURFACE CONDITIONS ANALYSIS BASED ON THE INTERNATIONAL ROUGHNESS INDEX (IRI) METHOD USING ROADROID APPLICATION Mahendra, Didi Herianto; Erwan, Komala; Kadarini, Siti Nurlaily
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.59629

Abstract

Road infrastructure is built as an infrastructure to meet needs and facilitate accessibility and mobility of socio-economic activities in the community. With the benefits that are so important, therefore the road construction and maintenance sector become a priority to be researched and developed in planning, implementing, and maintaining it.   At the location of Jalan Khatulistiwa section, most of the road surface conditions are in moderate condition so the recommendation for improving road surface conditions is periodic maintenance on 56 segments and the other 13 segments are carried out routine maintenance. In the IRI measurement using the Roadroid application, there is a tendency to produce an IRI value that is greater than the IRI measurement using a laser profilometer, but the IRI value obtained by Roadroid tends to approach the IRI value as measured by a laser profilometer with an average percentage difference per segment of 2.91% with 2 segments that have different conditions. Based on the provisions of Pd-01-2021-BM, the IRI value test of the Roadroid has met the requirements as a class III measure of unevenness (IRI).
DESIGN OF THE NEW RUNWAY AT SUPADIO INTERNATIONAL AIRPORT'S RIGID PAVEMENT THICKNESS USING FAA METHOD Deni, Natalis; Akhmadali, Akhmadali; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.63398

Abstract

Supadio International Airport in Pontianak is a gateway for many domestic and international tourists. In order to boost West Kalimantan's economy and tourism, PT. Angkasa Pura II (Persero) wants to expand the Supadio International Airport by adding a second runway. This article looks at how the FAA (Federal Aviation Administration) method was used to plan the thickness of the rigid pavement on the new runway at Supadio International Airport. The expected number of people and aircraft will be calculated using the double-moving average method. The anticipated time frame is 2035, with 12.763.479 passengers and 121.782 aircraft movements annually. The Airbus A330-300 requires the most considerable thickness of the concrete slab, consisting of dual tandem wheel types and a maximum take-off weight (MTOW) of 533.519 lbs. As the original soil is in poor condition, a 52.5-cm-thick embankment is required to achieve a CBR value of 6%. The rigid pavement thickness design result for the design life of 2035 is as follows: surface course = 56,39 cm, subbase course = 15,24 cm, stabilized subgrade/base soil = 52,5 cm for critical areas, and a surface course of 50,751 cm, subbase course = 13,716 cm, and stabilized subgrade/base soil = 52,5 cm for non-critical soil.
THE CALCULATION OF THE BUILDING STRUCTURE OF INSTITUT TEKNOLOGI DAN BISNIS SABDA SETIA KOTA PONTIANAK Rahmanto, Fiqih; Elvira, Elvira; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.60406

Abstract

The publishing of the new Indonesian seismic code SNI-1729-2019, which was just issued at the end of 2017, is one example of how laws controlling building construction have been changed to keep up with the times, which is the earth study result by Pusat Studi Gempa Nasional (PUSGEN) update includes incorporating a new source of an earthquake, new active faults, more accurate topography map, and earthquake catalog. One of the new seismic zones in the SNI is Pontianak, so in planning buildings in Pontianak, earthquake force parameters must be calculated so that in the event of an earthquake, anticipatory measures can be taken so as not to cause significant losses. This study is planning the structure of Institut Teknologi dan Bisnis Sabda Setia Kota Pontianak building, which refers to the Indonesian seismic code SNI-1729-2019.  The structural analysis is carried out using the help of a structural analysis program adjusted to the value of the planned structural dimensions, which are floor slabs with a thickness of 100 mm, main beams 350/700 mm, child beams 300/600 mm and 250/500 mm, to columns K1 D-800 mm and K2 500×500 mm.
ANALYSIS OF WATER DEMAND AND AVAILABILITY IN WAE MESE I WATER TREATMENT PLANT TO NUMBER OF CUSTOMERS IN 2030 (CASE STUDY: PERUMDA AIR MINUM WAE MBELILING) Dasor, Apolinaris; Saves, Faradlillah
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.61030

Abstract

Start with bathing, washing, and cooking, and then move from these three activities to the parts of the human body, one of which is water. The need for clean water is increasing along with population growth. In this study, an analysis of the need for and availability of clean water was carried out in the service area of the Wae Mese I Water Treatment Plant (WTP), which covers seven urban villages in the Kecamatan Komodo. Projected water demand is based on population growth from 2021 to 2030. Projected water availability is based on the production capacity of WTP Wae Mese I from 2021 to 2030. Based on projected water demand and availability, water balance and WTP production capacity were analyzed in 2030.Based on the analysis of the results, the population in 2030 will reach 45715 people, and the total water demand in 2030 will be 62.06 liters/second. Meanwhile, the capacity of WTP Wae Mese I 40 liters/second has decreased to 33.81 liters/second in 2030. This results in a water deficit of 28.25 liters/second.  
STUDY OF TIDAL INFLUENCE ON FLOODING IN KECAMATAN SELAKAU Nurhadi, Nurhadi; Gunarto, Danang; Umar, Umar
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.60571

Abstract

Kecamatan Selakau has a considerable risk of flooding, which occurs every year. Because it has a low topography, its location on the coast is undoubtedly greatly influenced by tides and is prone to tidal flooding. In an effort to anticipate and reduce the duration and frequency of rain by arranging the drainage system through technical study activities on drainage channels, especially on the Nyirih River drainage channel, which empties directly into the Selakau River.This research aims to examine the effect of the Selakau River's tides on the Nyirih River's drainage flow and the combination of tides and rainfall on the incidence of flooding in the Nyirih River channel. The research methodology used is the descriptive method. Hydrological analysis using the maximum daily rainfall data from Tebas Station. Then the Nyirih River water level tidal readings and the design discharge data are used in the hydrodynamic model analysis.Based on the analysis results using the HEC-RAS Version 6.1.0 software, the water level elevation from sta is at the highest tide conditions without rain. 0+000 to sta. 1 + 466,682 has exceeded the elevation of the existing channel cross-section so that it experiences inundation with a height of 0.02 m"“0.4 m, and at sta. 1 + 694,439 to sta. 2 + 073.878, the water level is still below the existing cross-sectional elevation of the channel, so no inundation occurs. It shows that there is no effect or increase in water level elevation that occurs for the highest tide combination conditions with rainfall return periods of 2, 5, 10, and 20 years, and it is the same as the highest tide conditions without rain, which experience inundation with a height of 0.02 m-0.4 m. Normalization is inefficient and unsuccessful in decreasing floods since sea tides extensively impact the Nyirih along the river channel.
GENERATION OF SYNTHETIC RAINFALL DATA IN SEKAYAM SUB-WATERSHED BASED ON TRMM SATELLITE RAINFALL DATA CORRECTION EQUATION Iwansyah, Iwansyah; Soeryamassoeka, SB.; Yulianto, Eko
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.61097

Abstract

The hydrological  analysis is the first stage of the review in waterworks planning. Hydrological analysis necessitates the availability of sufficient data. Data availability tends to have several problems, including a lack of availability, incomplete/empty data, a smaller number of stations, observers, and observation systems, data entry that is still manual, and slow data collection. One possible solution is to use rain satellites. However, TRMM data must be evaluated for field suitability. TRMM (Tropical Rainfall Measurement Mission) rainfall data can help overcome this. TRMM is a NASA mission that uses weather monitoring satellite technology to monitor tropical rainfall. This is also the case for the Sekayam Subwatershed, part of the Kapuas River Basin.In the Sekayam sub-watershed, there are 14 (fourteen) rainfall observation stations managed by the Balai Wilayah Sungai Kalimantan (BWSK) I, but currently only 5 observation stations are still active, namely the SGU-01 Sanggau, SGU-03 Balai Karangan, SGU-06 Entikong, SGU-19 Semuntai and SC-01 Kembayan observation stations with data recorded up to 2019, while the other 9 (nine) observation stations do not have long continuous data, because there are years where rainfall data is not recorded. This is because the recording of rainfall on average stopped until 2005, or even some have stopped operating since the 1990s or early 2000s. This study aims to generate representative synthetic TRMM daily rainfall amount data for the Sekayam sub-watershed based on the correction equations obtained in a series of TRMM rainfall data validation analyses, so that it can be used as alternative daily rainfall data in water resources planning and management in the Sekayam sub-watershed.  From the analysis, it can be seen that synthetic rainfall data in the Sekayam sub-watershed will be valid if it is generated with the linear model correction equation Y = 0.6708 X + 139.123 or can be interpreted as TRMM' = 0.6708 TRMM + 139.123.

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