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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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Jurnal Talenta Sipil
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 481 Documents
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Optimasi Campuran Aspal Lapis Aus (AC-WC) melalui Substitusi Ban Bekas dan Additive Anti-Striping Febriansyah, Dinar; Firdaus, Firdaus
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.840

Abstract

Used vehicle inner tire waste is natural rubber that has gone through a manufacturing process and has gone through the addition of certain mixtures and then molded into the form of inner tires for motorized vehicles. Used motor vehicle inner tires come from various materials such as natural rubber, synthetic rubber, chemicals, carbon black and certain oils. The properties of rubber are that it is strong and flexible or elastic. The remains of these used vehicle inner tires can be used as additional material for the wear layer mixture (AC-WC). The aim of this research is to determine the effect of using used tires on the wear layer mixture (AC-WC). The research method involves the preparation of several AC-WC asphalt mixtures with varying ratios of used tire powder and the addition of anti-tiping additives. The resulting asphalt mixture is then tested using various laboratory tests, including stability, durability and density tests, voids in the mixture (VIM), air voids in the mix (VMA), voids filled with asphalt melting asphalt (VFA). Based on the results of Marshall parameter testing in terms of variations in used tire substitution, it can be concluded that the influence of the stability value on optimum tire rubber lies in the percentage at 2%, because at that time the Marshall stability value increased by a value of 1130 kg compared to the stability value without additives. 1102 kg Meanwhile, the density value is 2.322 gr/cc, VIM is 3.70%, VMA is 16.72%, VFA is 79.36%, flow is 3.31 mm. Marshall remaining 91.67
Penggunaan Abu Kulit Kakao Sebagai Filler Pada Campuran Aspal AC-BC (Asphalt Concrete – Binder Course) Terhadap Nilai Marshall Rani, Mifta Estika; Afilda, Salsabilah; Zainuddin, Zainuddin; Sari, Anggi Nidya
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.841

Abstract

Stone ash, lime, cement, or other materials can be used as fillers, which add strength and density to the asphalt concrete mixture (TotomiHardjo in Nawir, 2021). In this research, the filler used was ash from cocoa husk waste originating from cocoa farmers in Belitang, East Ogan Komering Ulu Regency, South Sumatra. The component of the cocoa plant that is widely used is the seed, while the husk is discarded as waste, so it needs to be managed further. Ash from cocoa husk contains carbon and silica (SiO2), ingredients needed for asphalt. By trying to utilize existing natural products, cocoa husk ash as a filler is expected to provide strength value to the asphalt mixture. This study used variations in asphalt content of 5.5%, 6%, and 6.5% with different variations in filler content, namely the ratio between cement (SM) and cocoa husk ash (ABK) of 6% SM: 0% ABK, 3% SM: 3% ABK, and 0% SM: 6% ABK. This study aims to determine the effect on the Marshall value of replacing filler with cocoa husk ash compared to cement. Based on the results of the Marshall test analysis, it is known that the filler composition that has the optimum value is a ratio of 0% SM to 6% ABK at an asphalt content of 6.5% with a stability value of 1759.79 kg, a flow value of 3.95 mm, a VIM value of 4.66%, a VFA value of 81.18%, a VMA value of 16.67%, and a Marshall Quotient of 444,78 kg/mm.
Numerical Simulation to See the Performance of Groynes and Breakwaters as Shore-Protection Structures at Ketaping Beach, Padang Pariaman Hariatama, Adean; Mera, Mas
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.779

Abstract

This research is about numerical simulation to find out the performance of groynes and breakwaters as shore-protection structures in Ketaping Beach, Padang Pariaman (West Sumatra-Indonesia) using an existing software. The effectiveness of a shore-protection structure can be seen from the height and area of the bathymetry formed by the structure. The direction of incoming waves in the deep sea for all simulations is based on the dominant wave direction, namely from the west. The tide conditions were taken during Eid al-Fitr 1442 H because at that time there was an extreme tide. Based on the consideration of running time on the computer, the selected simulation time span is only 5 days (22 to 26 May 2020). The simulation for 5 days shows that the performance of breakwaters is more effective than groynes in protecting Ketaping Beach from abrasion. Sedimentation formed behind the breakwater as high as 20 to 80 cm above the initial elevation. Meanwhile, groyne performance is only effective at holding sediment along the groyne as high as 10 cm to 30 cm above the initial elevation.
Studi Eksperimental Penambahan Biji Plastik dan Fly Ash Pada Karakteristik Campuran Aspal (AC-WC) Yulianti, Dimitri; Ulfah, Luthfiyyah; Lubis, Lega Reskita; Haki, Helmi
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.853

Abstract

Infrastructure development requires innovative approaches to enhance the performance of pavements while supporting environmental sustainability. This study aims to identify the impact of adding LDPE 812 plastic pellets and fly ash on the characteristics of an asphalt mixture in the AC-WC layer using the wet mix method. The tests were conducted with variations in the plastic pellet content of 0%, 6%, 6.5%, and 7%. The additives used were LDPE 812 plastic pellets with a specific gravity of 0.917 g/cm³ and fly ash with a specific gravity of 2.71 g/cm³. The tests included aggregate analysis, asphalt characteristics, and Marshall testing to evaluate stability, flow, voids in mix (VIM), voids in mineral aggregate (VMA), voids filled with asphalt (VFA), and Marshall Quotient (MQ). The results of the study showed that adding plastic pellets improved the stability of the asphalt mixture, especially at a plastic pellet content of 6%. At the 6% plastic pellet and 5% asphalt content, the stability value reached 3092 kg, indicating a significant improvement in resistance to deformation and flow. The flow value for the mixture with 6% plastic pellets at 5% asphalt content reached an average of 4.32 mm, while with 7% plastic pellets at the same asphalt content it reached 3.37 mm. At an asphalt content of 5%, the MQ value for a normal asphalt mixture is 338 kg/mm, while an asphalt mixture with 6% plastic pellets reaches 780.51 kg/mm, but decreases to 311.81 kg/mm at a plastic pellet content of 7%. This study suggests that asphalt mixtures with the addition of plastic pellets and fly ash can be an effective and environmentally friendly alternative for the development of sustainable road pavements.
Implementasi Building Information Modeling (BIM) Pada Konstruksi High Risk Building Akbar, Mochammad Nuril Faizal; Winanda, Lila Ayu Ratna; Manaha, Yosimson Petrus
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.855

Abstract

Almost all construction companies in Indonesia use conventional methods in planning, including volume analysis. The weakness of the conventional method is that it requires more time with low precision. The need for updating the implementation to the planning results is also difficult to do. Therefore, the purpose of this research is to implement Building Information Modeling (BIM), which is a method to display virtual construction before physical construction begins, based on the Autodesk Revit application. Analysis using the Autodesk Revit application automatically generates a work volume of 4,333,885m³ for concrete work and 666,338.61kg for reinforcement work in the case under review. The results of the analysis show that the application of Building Information Modeling (BIM) in construction projects can simplify and accelerate the design process.
Pemilihan Groin dan Breakwater sebagai Bangunan Pengaman Pantai Tiram Padang Pariaman Yusuf, Muhammad; Mera, Mas
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.780

Abstract

This study is about numerical simulations to predict the effectiveness of groynes and breakwaters as protective structures for Tiram Beach, Padang Pariaman Regency (West Sumatra-Indonesia) using an existing software for abrasion management. The effectiveness of a shore-protective structure can be seen based on the bathymetry formed due to the structure. The numerical simulation is carried out at maximum wave conditions, with the dominant direction of the incoming wave in the deep sea being from the west. The simulation are carried out with 2 scenarios, namely with the addition of groynes (scenario 1), and with the addition of breakwaterse (scenario 2. The simulation time is only 5 days, starting from May 22 to May 26, 2020 because at that time the waves were extreme. The simulation results show that the breakwaters with a length of 80m and a distance of 70m from the shoreline are more effective in protecting Tiram Beach from abrasion. The simulation using groynes is only effective at holding sediment transport along the structures. The groynes are also unable to reduce wave energy coming from the west.
Kondisi Kerusakan Jalan dengan Metode Nilai International Roughness Index (IRI) dan Surface Distress Index (SDI) pada Ruas Jalan Jambi – Bulian Dikabupaten Muara Jambi Nainggolan, Candro Wijaya; Yamali, Fakhrul Rozi; Dony, Wari
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.737

Abstract

A highway is a transportation infrastructure that plays a very important role in traffic flow, so good road pavement design is a necessity that can connect one place to another. This research aims to determine the value of road pavement conditions and compare them based on the IRI method and the SDI method. Data collection using field surveys is carried out through visual observation of road conditions for the SDI method. Apart from that, observations by car are needed as input data for analyzing IRI values using the Roadlab Pro application. The results of the road assessment using the SDI method were 33.33% in good condition, 53.33% in moderate condition and 13.33 in slightly damaged condition. However, on IRI Roadlab Pro for line I 6.67% was in good condition, 80% was in moderate condition and 13.33% was in a slightly damaged condition and line II 6.67% was in good condition, 86.66% was in moderate condition and 6 .67% is in a state of light damage. Road conditions at STA 6+900 – 8+400 from these two methods are recommended using the Surface Distress Index (SDI).
Scoring Setting and Infrastructure di Kampus Politeknik Negeri Medan Berdasar UI Green Metric Guide Lines 2023 Syahputra, Muhammad Taufiq; Rita, Eva; Carlo, Nasfryzal; Jumas, Dwifitra Y; Mulyani, Rini; Fuadi, Al-Busyra
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.667

Abstract

Green Campus is a concept that supports sustainable and environmentally sound development by involving the academic community in the campus environment. In its strategic plan, the Medan State Polytechnic (Polmed) campus proclaimed to become a green campus in 2025. The efforts made by the Polmed campus to participate in sustainable development and become a green campus are by participating in the UI Green Metric World University Ranking program. In this program, one of the assessment indicator is setting and infrastructure, with 11 assessment criteria; the ratio of open space to campus area, total campus area covered by forest vegetation, total campus area covered by plant vegetation, total campus area for water absorption, total open space area to campus population, percentage of campus budget for sustainable efforts, percentage of building operation and maintenance activities in one year, campus facilities for the disabled, special needs, security and safety facilities, health infrastructure, conservation programs. This study aims to determine the Polmed campus score on setting and infrastructure indicators. By using quantitative methods, the results showed that Polmed campus has 8 criteria out of 11 required criteria. The score obtained by Polmed campus is 440 out of 1500 points. To increase the score can be implemented; vertical garden or rooftop garden on plant vegetation criteria (SI 3), making biopore infiltration holes and replacing paving blocks with grass blocks on water catchment area criteria (SI 4), installing guiding blocks and making ramps for disabled facilities criteria (SI 8), and blocking space for emergency rooms and lactation rooms on Health infrastructure criteria (SI 10).
Nilai Resistivitas dan Durabilitas Batu Lempung dan Batu Pasir pada Proyek Pembangunan Bendungan Jragung Arisanto, Pranu; Sasangka, Daru Jaka; Patiroi, Andi; Riyanto, Didit Puji; Prasetyo, Wahyu; Dinggatanta, Dinggatanta
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.839

Abstract

Each type of rock has different resistivity values as well as durability. Continuous geoelectrical data is highly beneficial for estimating the distribution of rocks based on their resistivity values. The purpose of this study is to observe the resistivity patterns of each rock unit, both subsurface and exposed in the field, where each rock unit has specific durability values. The geoelectrical survey was conducted using the Dipole-Dipole and Wenner-Schlumberger methods with the Multichannel Resistivity MAE X 612 EM+ instrument. A case study was carried out at one of the excavation sites at Jragung Dam, with lithology consisting of sandstone and claystone of varying thicknesses. Claystone was identified as a weaker rock with lower durability compared to sandstone. The durability of claystone ranges from 18% to 60%, while the durability of sandstone exceeds 80%. Based on geoelectrical measurements using the Dipole-Dipole and Wenner-Schlumberger methods, as well as data processing with ERT LAB and Res2DINV software, sandstone generally has a resistivity of more than 18 Ohm.m, while claystone has a resistivity of 0–18 Ohm.m. It was observed that the resistivity values of claystone and sandstone are proportional to the durability of the rocks. The better the rock durability, the higher the resistivity value.
Metode Pavement Condition Index Perkerasan Rigid Pavement Jalan Raya Bandar Buat Kota Padang STA 02+000 - STA 07+000 Prayitno, Eko; Veronika, Veronika; Yusri, Nori; Fuadi, Al Busyra
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.772

Abstract

The city highway for the city of Padang is a traffic route in West Sumatra province that is mostly passed by motorized vehicles and vehicles with four or more axes. Rigid pavement is a type of pavement that uses concrete as the main material of pavement and is one of the types of road pavement used, in addition to flexible pavement. The purpose of this study is to find out the types of damage that exist on the rigid pavement surface layer and to find out the value of the pavement condition or the level of damage that occurs on the rigid pavement surface on the city highway section for STA 02+000-STA 07+000 and to find out the type of maintenance program that is in accordance with the condition of the road. The methods used are road condition analysis using the pavament condition index (PCI) method, calculating the damage level (density), determining the deduct value of each type of damage, calculating the alowable maximum deduct value (m), determining the total deduct value (TDV), determining the corrected deduct value (CDV) and calculating the PCI (pavament condition index) value. Overall for each segment, the results are: segment 1 STA 02+000-STA 03+000 PCI value = 82.2 (very good), segment 2 STA 03+000-STA 04+000 PCI value = 86.2 (perfect), segment 3 STA 04+000-STA 05+000 PCI value = 82.8 (very good), segment 4 STA 05+000-STA 06+000 PCI value = 79.6 (very good), segment 5 STA 06+000-STA 07+000 PCI value 84.2 (very good). The value of the pavament condition index (PCI) from all segments, then the condition of the city highway for STA 02+000-STA 07+000 with an overall PCI value of 83 (very good) with a routine maintenance program, road cleaning from rock or soil fall, surface patching and crack closure.

Page 32 of 49 | Total Record : 481

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