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 447 Documents
 41   42   43   44   45 
STUDY OF STRESS-STRAIN RELATIONSHIP OF CONCRETE WITH SILICA FUME ADDED AS PARTIAL REPLACEMENT FOR CEMENT Haya Luthfiana; Wibowo Wibowo; Endah Safitri
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.75323

Abstract

This study investigates the stress-strain relationship of concrete with silica fume used as a partial replacement for cement, aiming to enhance concrete quality and durability. Silica fume, acting as a cement substitute, fills voids between cement particles, reducing pore size and enhancing concrete properties. Concrete specimens were prepared with varying silica fume content (0% to 20%) and subjected to rigorous testing using Compression Testing Machines (CTM). Results indicate a significant 55.91% increase in compressive strength with 10% silica fume, compared to conventional concrete. Beyond this optimal point, compressive strength diminishes due to reduced pore volume. Moreover, silica fume influences stress and strain characteristics, with higher maximum stress and strain observed in silica fume concrete. The research employs polynomial equations to model the stress-strain relationship post-peak stress, revealing valuable insights for concrete design and performance prediction. This study underscores the importance of silica fume as a beneficial additive, contributing to concrete strength and durability. Further investigation is needed to fully understand the mechanical properties and optimize the use of silica fume in concrete construction, ensuring improved performance and longevity of concrete structures.
COMPARASION PLASTIC BEHAVIOR OF BOX GRIDER BRIDGE WITH MULTIPLE BOX AND CELLULAR BOX CROSS SECTIONS Yuslinda Yuslinda; Cut Meuthia Rani
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.76313

Abstract

This study compares plastic deformation behavior in box girder bridges with multiple boxes and cellular box cross-sections. The cross-section's shape significantly influences the girder's post-yield behavior despite being designed to have the exact yield moment. Steel's stress-strain relationship undergoes linear behavior until the yield stress is reached, followed by strain hardening. This study aims to assess the impact of strain hardening on the plastic behavior of girder box bridges.Two types of box girder sections, multiple box and cellular box, are designed with equivalent yield moments. The analysis is conducted with and without strain hardening calculations to evaluate plastic moment, inelastic area length, shape factor, and moment-curvature relationship. The design and analysis follow RSNI T-03-2005 standards using SAP 2000 v.15.Results indicate that multiple box sections exhibit more prominent plastic moments and inelastic area lengths than cellular box sections. Strain hardening calculations show significant increases in plastic moments for both section types. Graphical comparisons highlight the differences in moment-curvature relationships between models with and without strain hardening. Understanding the impact of strain hardening on plastic behavior provides valuable insights for designing and assessing box girder bridges, ensuring structural safety and performance under load conditions.
DISTRIBUTION MOVEMENT OF ORIGIN DESTINATION OF GOODS TRANSPORTATION VEHICLE TRANSPORT (CASE STUDY OF JALAN KHATULISTIWA, UPPKB SIANTAN WEIGHT BRIDGE, PONTIANAK) S. Nurlaily Kadarini; Sumiyattinah Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.64485

Abstract

This case study investigates the distribution patterns of goods transport vehicles on Jalan Khatulistiwa, focusing on the UPPKB Siantan weighbridge in Pontianak. Urban centers are crucial in goods distribution and act as nodes connecting hinterland areas. Urban sprawl necessitates longer commutes as cities grow and exacerbates peak-hour traffic congestion. Identifying and understanding movement patterns using Origin-Destination Matrices (ODM) is essential for optimizing transportation policies and economic development.The study employs a mixed-method approach to collect primary data through field surveys, mapping the movement of goods and transport vehicles from origin to destination. Given their significance in urban freight movement, land transportation and hefty vehicle traffic is the primary focus. The analysis includes delineating Origin-Destination Matrices (ODMs) to assess traffic flows and identify critical routes and distribution nodes. Insights from this study inform transportation planning strategies to enhance efficiency, reliability, and sustainability of goods movement within Pontianak.Through detailed data collection and analysis, this research aims to contribute practical insights for policymakers and urban planners to improve traffic management and enhance the overall transportation network's performance in Pontianak, ultimately supporting economic growth and development.
EROSION HAZARD LEVEL PREDICTION IN LAKE OF SENTARUM AREA Firgenius Rizky; SB. Soeryamassoeka; Kartini Kartini
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.78718

Abstract

The Sentarum Lake region, a conservation area in Kalimantan, is integral to the Kapuas River Basin, which is recognized nationally. Ensuring its sustainability demands diverse studies, including erosion risk assessment. Accurate predictions are vital due to the region's ecosystem role in West Kalimantan. Estimating erosion magnitude provides crucial data on sedimentation, which impacts the sustainability of endemic flora and fauna. This study aims to (a) pinpoint erosion factors in Lake of Sentarum, (b) assess erosion hazard levels, (c) create an erosion hazard map with ArcGIS, and (d) prescribe soil conservation measures. Methods encompassed (a) field and institutional surveys for data gathering and (b) the USLE method for erosion hazard analysis. Identifying erosion factors in the Sentarum Lake area reveals rainfall, soil type, slope, and land cover as significant influencers. Analysis indicates heavy erosion hazards for Inceptisol and Utilosol soils, except in areas with primary dryland forest or flat-sloped dryland agriculture where hazards are heavy. Peat-containing soils are especially prone to erosion. Oxisol soils on flat slopes with agricultural land cover face heavy hazards, while moderate hazards occur in dryland agriculture on steeper slopes. The region faces considerable erosion risk, particularly in specific soil and land cover conditions, emphasizing the need for targeted soil conservation measures. Thus, the Sentarum Lake area is highly susceptible to erosion, necessitating specific soil conservation measures. Structural methods like constructing bench terraces prove more effective than non-structural ones, such as tillage and contour line planting, reducing erosion hazard by approximately 96%.
BAUXITE RESOURCE ESTIMATION IN BLOCK 2 AT PT. ANUGRAH BORNEO MARUYA PERSADA, KETAPANG REGENCY, KALIMANTAN BARAT PROVINCE David Pranasetyo Ceuputra; M. Khalid Syafrianto; Wahdaniah Mukhtar
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.68902

Abstract

According to the Mineral Commodity Analysis and Evaluation Team of the International Mineral Information Center Development Project (1983), bauxite is an alumina ore used in industrial applications and as a primary material in aluminum production. Bauxite deposits are abundant in West Kalimantan. PT. Anugerah Borneo Maruya Persada, a mining company located in Deranuk Village, Jelai Hulu District, Ketapang Regency, focuses on bauxite extraction. Due to high market demand, the company seeks to identify new resources, necessitating an estimation of potential bauxite resources. This study evaluates the bauxite resources in Block 2 of PT. Anugrah Borneo Maruya Persada using the Area of Influence (AOI) polygon-included method. The bauxite volume is calculated by determining the area of influence and multiplying it by the deposit thickness. A test pit spacing of 50 meters and a cut-off grade of ≥35% were used to assess deposit distribution. Results show high-grade bauxite at 10 test pits, medium-grade at two pits, and low-grade at six pits, with deposits spreading from west to east. The total estimated bauxite volume in Block 2 is 66,250 m³ or 106,000 tons.
PLANNING FOR THE DEVELOPMENT OF A DRINKING WATER DISTRIBUTION SYSTEM NETWORK IN SUNGAI PINYUH Vira Fadila Muhammad; Ulli Kadaria; Rizki Purnaini
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.78461

Abstract

The increasing water demand due to population growth and territorial expansion has significantly outpaced the natural water supply in Sungai Pinyuh, Kalimantan Barat. This sub-district, part of the Mempawah Regency, faces challenges such as insufficient access to clean water, deteriorating pipe infrastructure, and environmental pollution affecting water quality. To address these issues, a study has been undertaken to plan a comprehensive development of the drinking water distribution system in Sungai Pinyuh, guided by the Regional Regulation of Mempawah Regency No. 3 of 2014. The planning utilizes EPANET software, a tool developed by the U.S. Environmental Protection Agency (EPA), which allows for the simulation of dynamic conditions in the water distribution system. EPANET helps create detailed maps of the pipe network, determine pump and reservoir locations, and specify pipe characteristics. The software’s ability to simulate various scenarios, such as changes in demand or disruptions, is crucial for ensuring a reliable water supply. The analysis incorporates primary data from field observations and secondary data from population statistics and existing water supply documents. The proposed distribution system will employ HDPE pipes of various diameters and a pump with a capacity of 200 L/s and a head of 5 meters. Simulation results indicate that the system's velocity, ranging from 0.3 to 0.72 m/s, and other parameters, such as head loss and pressure, are within acceptable limits. Additionally, reservoir capacity planning is based on the maximum daily water demand, with a calculated capacity of approximately 3,347.839 m³ to ensure adequate supply. This study provides a strategic framework for improving the drinking water distribution system, addressing current deficiencies, and preparing for future needs.
OPTIMIZATION SCHEDULING PROJECT REHABILITATION BUILDING AND HALL DEKRANASDA AND KALIMANTAN BARAT MUSEUM FENCE USING CRITICAL PATH METHOD (CPM) Layla Mutiara Halim; Lusiana Lusiana; Safarudin M. Nuh
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.75578

Abstract

This study investigates the optimization of project scheduling using the Critical Path Method (CPM) in construction projects. Focusing on the Building Rehabilitation Project, Dekranasda Hall, and Kalimantan Barat Museum Fence, the research aims to reduce project duration without altering costs. CPM is employed to map out activities in a network, identifying the critical path to enhance time management. The initial project duration was 249 days. By breaking down work items and increasing the number of workers in critical activities, the duration was reduced to 125 days. Optimization involved dividing tasks into manageable segments and determining the appropriate workforce through trial and error. The study demonstrates that effective project scheduling and resource allocation can significantly reduce completion time, highlighting CPM's value in project management for achieving efficiency and meeting deadlines. The findings emphasize the importance of detailed planning, dependency logic, and continuous monitoring to optimize construction project timelines.
ANALYSIS OF TIME AND COST CONTROL IN AN ASRAMA HAJI PONTIANAK BUILDING CONSTRUCTION PROJECT USING THE EARNED VALUE ANALYSIS METHOD Imas Yuniar Putri; Lusiana Lusiana; Rafie Rafie; Syahrudin Syahrudin; Safaruddin M. Nuh
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.76538

Abstract

Efficient management of construction projects requires meticulous oversight of both time and cost elements. This investigation focuses on employing Earned Value Analysis (EVA) to supervise and regulate the Asrama Haji Pontianak Building Construction Project. EVA furnishes indispensable insights conducive to proactive decision-making by evaluating the project's advancement vis-à-vis predetermined schedules and financial plans. The study critically assesses the utilization of EVA, scrutinizing its efficacy in forecasting project outcomes, detecting deviations, and facilitating prompt corrective measures. A thorough examination of time and cost performance indicators, including the Schedule Performance Index (SPI) and Cost Performance Index (CPI), illuminates the project's adherence to established schedules and budgets. Furthermore, it delves into the challenges encountered and the strategies employed in integrating EVA into project management methodologies. From the results of the analysis of the time and cost of the Asrama Haji Pontianak building construction project experiencing a delay of 1 week from the planned time and the estimated total final project cost of Rp. 21.400.271.242,98 is less than the planned cost of Rp. 21.876.433.145,64.The findings enhance the understanding of EVA's role in optimizing time and cost control, offering valuable insights for future construction projects aiming for improved performance and efficiency.
EVALUATING AND OPTIMIZING THE HAULED CONTAINER SYSTEM (HCS) IN PT. KAMIBOX MAJU SEJAHTERA'S WASTE MANAGEMENT OPERATION Ahmad Zakhi Mubaroq; Mega Mutiara Sari; I Wayan Koko Suryawan
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.69627

Abstract

This study evaluates the Hauled Container System (HCS) used in PT. Kamibox Maju Sejahtera's waste management operations. The HCS is a transportation method to transport containers filled with waste and recyclables from collection points to processing or disposal facilities, at PT. Kamibox Maju Sejahtera vehicles travel from a centralized hub in Cisauk to specific pickup locations to load containers. Each vehicle typically handles one location per operational cycle and then transports the loaded container to its destination. Our analysis shows that the HCS system currently enables approximately 2.45 trips per day, which translates to two practical daily trips. This system's simplicity and directness provide ease of management and reduce contamination risk, reassuring the audience about its current effectiveness. The study further explores fuel efficiency and costs, revealing that while the Gran Max is the most fuel-efficient, the Colt Diesel is the most cost-effective. Recommendations include optimizing vehicle use and considering more fuel-efficient alternatives to improve sustainability and reduce operational costs. The findings serve as a guide for PT. Kamibox Maju Sejahtera and similar enterprises were aiming for sustainable waste management.
THE ANALYSIS OF OVERLOAD VEHICLE DAMAGE FACTOR ON THE SERVICE LIFE OF THE PAVEMENT PLAN ON JALAN IMAM BONJOL, PONTIANAK S. Nurlaily Kadarini; Sumiyattinah Sumiyattinah; Yanti Octaviana; Ertika Hayu
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.64502

Abstract

The overload offense hurts the highway. Namely, it lessens the remaining life on road pavement. Jalan Imam Bonjol has a primary collector road network; a segment of Jalan Imam Bonjol consists of 1 lane with two lanes and has a road width of 8 meters. This study aims to review the impact of vehicle overload on the percentage of overload, vehicle damage capacity (VDF) on flexible pavement, and design life of flexible pavement on Jalan Imam Bonjol with a simulation of increasing overload 20%-100% at 20% intervals.  The method used to analyze the pavement design life is based on the cumulative ESAL results for each change in load weight. ADT data was obtained from a survey on Jalan Imam Bonjol in 2022. The study used the 1993 AASHTO method and the 2017 Bina Marga. From the calculation results in the 20th year, the W18 value for the plan is 461,656,4621 ESAL, and the W18 simulation overload value of 20% in the 20th year is 688,205,1963 ESAL. The increase in the value of W18 resulted in a decrease in the design life in the 17th year, namely the Ri value of -9.215%, and in the 20th year, the Ri value of 49.073%. In contrast, the Ri value in the 20th year was 0% under normal conditions, which could be interpreted As the vehicle being in average condition. The design life of the road that has been determined can last for the period of the plan that has been determined. Then, this study also considers adding the simulated overload to increase by 20%-100% with an interval of 20%, which decreases the design life. In the addition of a simulation load of 40%, the Ri value of -6.370% in the 13th year, at the addition of 60% excess load, the Ri value of -9.693% in the 10th year, the addition of 80% excess load, the Ri value of -1.418% in 7th, and the addition of 100% overload Ri value of -22,426 in the 6th year.

Page 43 of 45 | Total Record : 447

 41   42   43   44   45 

Filter by Year

2008 2024


Reset
Filter By Issues
All Issue Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024 Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024 Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024 Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023 Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023 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): JURNAL TEKNIK SIPIL EDISI JUNI 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