cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rudi Sugiono Suyono
Contact Email
Rudi Sugiono Suyono
Phone
-
Journal Mail Official
untanjtst@gmail.com
Editorial Address
-
Location
Kota pontianak,
Kalimantan barat
INDONESIA
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 325 Documents
 1   2   3   4   5 
STUDY OF OCCUPATIONAL SAFETY AND HEALTH ON BLASTING PROCESS IN ANDESITE STONE MINING AREA WITH HIRAC METHOD IN CV. ARTHA AGUNG BERSAMA, HULU GURUNG SUB-DISTRICT, KAPUAS HULU REGENCY Abraham Prasetio; Hendri Sutrisno; Wahdania Mukhtar; Fitriana Meilasari; Syahrudin Syahrudin
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: 10.23428/jtsft.v23i1.57216

Abstract

CV. Artha Agung Bersama is an andesite mining company that uses a blasting system. This mining activity can harm workers if they do not apply good K3 management in blasting activities. One of the hazards of blasting activity is flying rock. For this reason, it is necessary to identify potential hazards, assess the level of accident risk, and recommend risk control efforts. The method in this study is the HIRAC (hazard identification risk assessment and control) method. This activity has five potential hazards: broken drum straps, worker negligence, explosive sounds, fly rock, and workers walking in a hurry in locations with a lot of gravel. There are five risks of accidents from potential hazards: being hit by a drum, scratched hands, pinched fingers forming a critical cover, slipping, exposure to diesel fuel, hearing loss, and being hit by a rock. Of the five hazard risks, three risks are included in the priority one category, namely: scratched hands, pinched fingers forming key covers, slipping, exposure to diesel fuel, and being hit by rocks. One risk is included in priority category three: being hit by a drum. One risk category is very high, namely being hit by a rock. The recommended risk control hierarchy for blasting activities is engineering control, administration, and personal protective equipment.
STUDY OF WAVE DOMINANT DIRECTIONS ON SEDIMENT TRANSPORT IN THE ESTUARY OF KAPUAS RIVER, PONTIANAK, WEST KALIMANTAN Farid Budiman; Mochammad Meddy Danial; Jasisca Meirany; Arfena Deah Lestari; Vivi Bachtiar
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: 10.23428/jtsft.v23i1.57917

Abstract

The Kapuas River is a very important water transportation route in West Kalimantan, crossing 5 districts and 1 city. The problem that occurs in the shipping lane on the Kapuas River is the accumulation of severe sediment at the mouth of the estuary. This becomes an obstacle for ships with large loads to sail, for this reason, this research was carried out. The purpose of this study was to determine the dominant direction of waves and sediment transport. This study was calculated using the CERC (Coastal Engineering Research Centre) method and using secondary data. It was found that the dominant wave direction came from the North (N) direction with an incidence percentage of 22.496%. Percentage of occurrence from the Northwest (NW) direction is 12.145%, from the West (W) direction is 6.253%, and from the Southwest direction (SW) is 11.724%. While the amount of sediment transport from the Northwest is -393062.1306 m3/year with the characteristics of the sediment being clay, from the West it is -250.1672 m3/year with the sediment characteristics being silty clay and from the Southwest, it is 579090.2782 m3/year with sediment characteristics of silty clay. The results of the sediment calculation have negative results which indicate that there is no sediment transport from the Northwest and West, but the sediment is deposited. For this reason, it is necessary to carry out appropriate handling of these problems to reduce sediment build-up in the study area.
ANALYSIS OF CONSTRUCTION SAFETY RISK MANAGEMENT BASED ON PU MEMORY NUMBER 10 THE YEAR 2021 “ CASE STUDY: PROVISION OF SANITATION FACILITIES IN INSTITUTIONS RELIGIOUS EDUCATION” Syarifah Thahirah Assegaf; Suci Pramadita; Dian Rahayu Jati
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: 10.23428/jtsft.v23i1.58895

Abstract

Due to workers' lack of awareness regarding the implementation of Occupational Health and Safety (OHS) in the workplace, the level of work safety in Indonesia still needs to be higher. Construction projects require effective risk management in order to reduce workplace accidents. The construction project for the provision of sanitation facilities and infrastructure at religious education institutions works on the construction of the bathroom, latrines, toilets, ablution facilities, hand washing facilities, and clothes washing facilities, as well as a domestic wastewater treatment plant (WWTP). This study aims to identify hazards based on the project under study, analyze the OHS risk assessment based on the Minister of Public Works Regulation No. 10 of 2021, and analyze the hazards and risk control efforts at each project stage. The result of this study showed that there are 78 risks found in 9 stages of work. Based on the risk assessment of the project under study, two levels of risk were identified, namely low risk and medium risk. A score of a moderate risk level of 6.57 was found in the installation of fabricated WWTP that showed injury risk due to materials and equipment at the Al-Muttaqin Islamic Boarding School, Mubarak Islamic Boarding School, and Darul Hidayah Islamic Boarding School, falling risk due to uneven surface conditions in the Pondok Pesantren Darul Ihsan Islamic Boarding School and the risk of falling into a dug hole at the Nahdotus Shibiyan Islamic Boarding School.
THE EFFECT OF OVER DIMENSION OVERLOAD (ODOL) VEHICLES ON NATIONAL ROAD DAMAGE Nurul Nurkhowati; Slamet Widodo; Siti Nurlaily Kadarini
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: 10.23428/jtsft.v23i1.59151

Abstract

The road's condition owing to the vehicle's Over Dimension Over Load (ODOL) is one of several highway issues. To further supervise and conduct road safety against overload as stated in Law No. 22 of 2009 concerning Road Traffic and Transportation article 169 paragraph (1) to (3), it is necessary to research to determine the extent to which Over Dimensions Over Load (ODOL) vehicles affect the life of the road plan on the flexible pavement. This article discusses the Effect Of Over Dimension Overload (Odol) Vehicles On National Road Damage in Kalimantan Barat, specifically on the Jalan Lintas Kalimantan Poros Tengah/Jalan Raya Sosok II Kabupaten Sanggau and as a comparison in selected Jalan Raya Sintang, Kabupaten Sintang. This study examines the impact of Over Dimension Over Load (ODOL) cars on the VDF (Vehicle Damage Factor) and the 2023 ZERO ODOL plan on the pavement plan for the Jalan Lintas Kalimantan Poros Tengah (Jalan Raya Sosok II Kabupaten Sanggau and Jalan Raya Sintang, Kabupaten Sintang), a national route in Kalimantan Barat.By using primary data (photo documentation of dimension overload vehicles, road conditions) and secondary data (average daily traffic from P2JN, ODOL percentage data from BPTD XIV West Kalimantan, vehicle data at UPPKB Sosok and UPPKB Sintang, the calculation of traffic growth, vehicle overload, vehicle damage factor (VDF) value due to ODOL vehicles, Equivalent Single Axle Load, plan CESA, normal CESA, overload CESA, and remaining life (RL) value).The investigation shows that Jalan Raya Sosok II Kabupaten Sanggau and Jalan Raya Sintang, Kabupaten Sintang's plant life cannot survive owing to the vehicle's Over Dimension Over Load (ODOL). Jalan Raya Sosok II Kabupaten Sanggau will last 8.04 years and Jalan Raya Sintang, Kabupaten Sintang 8.23 years. Thus, Jalan Raya Sosok II Kabupaten Sanggau 1, 95 years or 19.5%, and Jalan Raya Sintang, Kabupaten Sintang 1, 77 years or 17.7%, have shorter pavement lifespans.
APPLICATION OF THE PENMAN-MONTEITH METHOD TO DETERMINE THE CROP WATER REQUIREMENTS Tasya Dyta Arzita; Nurhayati Nurhayati; Danang Gunarto
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: 10.23428/jtsft.v23i1.59595

Abstract

Agricultural production is critical to meeting Indonesia's food demands. The water catchment area of Parit Keladi 1, located in Desa Parit Keladi, Kecamatan Sungai Kakap, Kabupaten Kubu Raya, Provinsi Kalimantan Barat, includes tidal swamp land that has a variety of plants. The Cropwat 8.0 Software will be used in this research to assess crop water needs. This research employs primary and secondary data, including soil samples, field cropping patterns, and plant hydration levels.The type of clay soil was silty, the field cropping pattern at the study site was paddy, and the height of the water puddle on paddy was 3 mm/day/ha, according to the findings of primary data analysis on soil sampling. The maximum water need for paddy was 5.90 mm/day/ha in March period 1, while the lowest water requirement was 0 mm/day/ha in October period 1. The maximum water need for citrus was 2.62 mm/day/ha in August for period 3, while the lowest water requirement was 0 mm/day/ha from October to December and May to June for period 1. In September Period 3, the crop water required in the Cropwat 8.0 Software was 32.2 mm/day/ha for ten days; however, the water level in the field was 3 mm/ha for one day in late September. Thus, the estimate of water demands for rice plants using the Cropwat 8.0 Program is valid.
THE ASSESSMENT OF NATIONAL ROAD SURFACE CONDITIONS ANALYSIS BASED ON THE INTERNATIONAL ROUGHNESS INDEX (IRI) METHOD USING ROADROID APPLICATION Didi Herianto Mahendra; Komala Erwan; Siti Nurlaily Kadarini
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: 10.23428/jtsft.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).
THE CALCULATION OF THE BUILDING STRUCTURE OF INSTITUT TEKNOLOGI DAN BISNIS SABDA SETIA KOTA PONTIANAK Fiqih Rahmanto; Elvira Elvira; Asep Supriyadi
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: 10.23428/jtsft.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.
STUDY OF TIDAL INFLUENCE ON FLOODING IN KECAMATAN SELAKAU Nurhadi Nurhadi; Danang Gunarto; 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: 10.23428/jtsft.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.
ANALYSIS OF FACTORS FOR SELECTION OF CONVENTIONAL PUBLIC TRANSPORTATION MODES AND ONLINE PUBLIC TRANSPORTATION IN MAGETAN DISTRICT Habil Inanda Purnomo; Hary Moetriono
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: 10.23428/jtsft.v23i1.60885

Abstract

One important aspect of transportation is the choice of mode. Mode selection, as one of the steps in transportation planning. Mode selection plays an important role in determining transportation policy issues, in relation to the types of modes and infrastructure available. This study aims to analyze the choice of modes of online public transportation and conventional public transportation for people in Magetan Regency. Using multiple linear regression analysis, this study also tries to measure the factors that influence the choice of online public transportation modes and conventional public transportation in Magetan Regency. In addition, this study aims to measure the probability of choosing online public transportation modes and conventional public transportation for people in Magetan Regency using stated preference and binomial logit analysis. Based on data from 300 respondents, the results showed that 243 people chose online public transportation and 57 people chose conventional public transportation. The results of multiple linear regression analysis show that all variables in this study are accepted. The results of the probability measurement show that the probability of people choosing online public transportation is worth 0.696 and the probability of people choosing conventional public transportation is worth 0.304.
ANALYSIS WATER AVAILABILITY AND WATER BALANCE IN IRRIGATION AREAS RINTAU, DISTRICT SEKAYAM Ezzy Yuanita; Kartini Kartini; S B Soeryamassoeka
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: 10.23428/jtsft.v23i1.60891

Abstract

Population growth in Indonesia is increasing every year, resulting in an increasing need for food. To support maximum agricultural yields every year, irrigation is needed as well as the availability and demand for water for irrigation. water discharge to irrigate the fields. DI Rintau has decreased along with a decrease in the function of the water catchment area due to the existence of several soil channels, which can increase the possibility of seepage or infiltration and increase water loss. The purpose of this research is to analyze the availability and balance of water in DI Rintau. The method used to calculate water availability is using the mock method. analysis of water availability in the Rintau Irrigation Area using the Mock method, obtained a maximum reliable discharge of 707,512 l/s, namely in the first half of December, the minimum reliable discharge is 114,200 l/s, namely in the first half of September and the mainstay discharge is an average of 402,619 l/sec. Water balance analysis in the Rintau Irrigation Area, water demand is not met or there is a water shortage (deficit) in the first half of August, which is 205,201 l/s.

Page 1 of 33 | Total Record : 325

 1   2   3   4   5 

Filter by Year

2008 2023


Reset
Filter By Issues
All Issue Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023 Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023 Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022 Vol 22, No 1 (2022) Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021 Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021 Vol 20, No 2 (2020): JURNAL TEKNIK SIPIL EDISI DESEMBER 2020 Vol 20, No 1 (2020): JURNAL TEKNIK SIPIL EDISI JUNI 2020 Vol 19, No 2 (2019): JURNAL TEKNIK SIPIL EDISI DESEMBER 2019 Vol 19, No 1 (2019): JURNAL TEKNIK SIPIL EDISI JUNI 2019 Vol 18, No 2 (2018): JURNAL TEKNIK SIPIL EDISI DESEMBER 2018 Vol 18, No 1 (2018): JURNAL TEKNIK SIPIL EDISI JUNI 2018 Vol 17, No 2 (2017): JURNAL TEKNIK SIPIL EDISI DESEMBER 2017 Vol 17, No 1 (2017): JURNAL TEKNIK SIPIL EDISI JUNI 2017 Vol 16, No 2 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 2 EDISI DESEMBER 2016 Vol 16, No 1 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 1 EDISI JUNI 2016 Vol 15, No 2 (2015): JURNAL TEKNIK SIPIL VOL 15 NO 2 EDISI DESEMBER 2015 No 1 (2015): JURNAL TEKNIK SIPIL VOL 15 EDISI JUNI 2015 Vol 14, No 2 (2014): Jurnal Teknik Sipil Edisi Desember 2014 Vol 14, No 1 (2014): Jurnal Teknik Sipil Edisi Juni 2014 Vol 13, No 2 (2013): Edisi Desember 2013 Vol 13, No 1 (2013): Edisi Juni 2013 Vol 12, No 1 (2012): JURNAL TEKNIK SIPIL VOL 12 NO 1 EDISI JUNI 2012 Vol 12, No 2 (2012): Edisi desember 2012 Vol 11, No 2 (2011): JURNAL TEKNIK SIPIL VOL 11 NO 2 EDISI DESEMBER 2011 Vol 11, No 1 (2011): Edisi Juni 2011 Vol 10, No 2 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 2 Des - 2010 Vol 10, No 1 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 1 Juni - 2010 Vol 9, No 2 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 2 Des - 2009 Vol 9, No 1 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 1 Juni - 2009 Vol 8, No 1 (2008): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 8 No 1 Juni - 2008 More Issue