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Wari Dony
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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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Pengaruh Penambahan Variasi Limbah Serat Pelepah Pisang terhadap Kuat Lentur Beton Rohman, Ahmad; Damara, Bobby
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.377

Abstract

Concrete is a material that is often used for the construction of building structures, bridges and others. Concrete consists of a mixture of fine aggregate (sand), coarse aggregate (gravel), water and cement. In addition to these materials, concrete is usually also mixed with additional materials. In this study, stone banana stem fiber was used as an additional ingredient in the concrete mix. This study aims to determine the composition of the banana stem fiber mixture in concrete, as well as to determine the cracking behavior of the concrete during testing after the addition of banana stem fiber to the concrete mixture. The purpose of this study was to determine and analyze the results of the compressive strength test of concrete, normal concrete and banana fiber mixed concrete. The method used is an experimental method with variations of banana tree fiber, namely 0% (normal concrete); 0.25% and 0.5%. In this test, the specimen model was used, namely a test object measuring 60x15x15 cm. The tests carried out were the flexural strength of the concrete which was carried out after the concrete reached the age of 28 days and the shrinkage test which could be seen visually. From the results of the study it was found that the more the mixture of banana fiber waste, the flexural strength value of the concrete decreased, starting from normal concrete with a value of 49.73 MPa, a mixture of 0.25% with a value of 28.63 MPa, and a mixture of 0.5% with a value of 27.19 Mpa.
Kajian Kinerja Pelaksanaan Pengurusan Persetujuan Bangunan Gedung (PBG) pada Dinas PUPR Kabupaten Padang Pariaman Rino, Rino; Mulyani, Rini; Khadavi, Khadavi
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.558

Abstract

In 2022, the implementation of PBG processing which has been carried out by the Padang Pariaman DPUPR in the field of Human Settlement does not comply with the time period based on the established regulations. In this regard, the author conducted research on the factors that influence its implementation, the obstacles faced, as well as potential improvements or recommendations to increase the efficiency and effectiveness of the process. The research method used is a qualitative method by distributing questionnaires and interviews with informants. The dominant factor is timeliness in implementing PBG arrangements; facilities and infrastructure; HR; and initiative. In the Likert Scale assessment, the highest result was obtained in the Disagree assessment, namely 5.57%. The results of the identification of indicators and evaluation results have been validated with experts so that the author provides recommendations to the field of creative work of the Padang Pariaman Regency DPUPR to increase the number of human resources capable of carrying out PBG implementation in accordance with applicable regulations. The Padang Pariaman Regency DPUPR Job Creation Sector must have the facilities and infrastructure to carry out the duties of implementing PBG in serving the community. And the Cipta Karya sector must have the initiative to provide information to the public about PBG and provide licensed experts to help the community complete the PBG requirements.
Pengaruh Clash Detection Pada Proses Perencanaan Biaya Pada Laboratorium PUT Izzudin, Alwan; Widiasanti, Irika
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.466

Abstract

One effort to avoid repetitive work due to errors in construction project planning can be detected from the start by implementing BIM (Building Information Modeling) which can carry out collision analysis (Clash detection) in each discipline of structural work, architecture, MEP and other disciplines. Before the existence of BIM, clashes that occurred in the building construction process were one of the factors causing work costs to increase. So implementing Building Information Modeling is one effort to avoid these problems. In this research, clash detection analysis will be carried out in the PUT Lab building in the structural, architectural and MEP work disciplines. The stages carried out in this research were first carrying out 3D Modeling using Autodesk Revit software on the PUT Lab building, then carrying out clash detection analysis using Autodesk Naviswork software and calculating the cost budget plan for each job affected by clash detection. After carrying out clash detection, clashes can be found that occur in the structural, architectural and MEP work disciplines which after calculating the budget plan can save work costs of up to 80 million rupiah.
Pengaruh Biji Palem Sebagai Bahan Tambah Agregat Kasar pada Beton Terhadap Kuat Lentur Bhakti, Setya Panca Indra; Ridwan, Ahmad
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.354

Abstract

In the development of the construction world in the modern era like today, many studies are trying to find alternative materials both as added ingredients and substitutes for concrete dough mixtures. One of the ingredients that can be used as added material is palm seeds that have dried, because palm seeds have not been widely used and used, and make the population become waste around the community because when the palm fruit is dry it will fall scattered around the palm tree. Therefore, palm seed research is held as an added material for coarse aggregate in concrete, with the hope of reducing palm seed organic waste and also efforts to minimize the use of natural rock materials.This study aims to determine the results of the bending strength of normal concrete blocks with a size of 60cm x 15cm x 15cm with added palm seeds of 1.5% 2.5% 3.5%. And the results of the study are in normal concrete bending strength worth 4.298 Mpa, in the variant of added material 1.5% worth 3.501 Mpa, in the variant 2.5% worth 3.172 and in the variant 3.5% has a value of bending strength 2.961 Mpa. So the result of bending strength can be seen that the higher the percentage of added material palm seeds, the lower the bending strength. And in the percentage of added ingredients of palm seeds 1.5%, 2.5%, and 3.5% there is no increase in strength, palm seeds cannot be used as a substitute for coarse aggregate.
Analisa Perhitungan Daya Dukung Fondasi Minipile pada Rumah Trafo PT. Pertamina Plaju Putra, M. Sang Gumilar Panca; Amalia, Kiki Rizky; Syahira, Nurul Aina; Praditya, Norca; Marpen, Rio
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.455

Abstract

Substructure is more commonly known as a foundation. Foundations come in many types, and the selection of the foundation type is based on soil conditions, technical requirements, environmental factors, and cost. One of the key factors in choosing a foundation is the soil bearing capacity in the area under consideration. Soil bearing capacity refers to the soil's ability to withstand all the loads acting on it. Before designing the foundation, it is essential to determine the soil bearing capacity. Soil bearing capacity is obtained from soil tests, such as the Cone Penetration Test (CPT) or Sounding. The method used in this study employs a quantitative approach with the analysis of secondary data. Based on the results of the soil tests using CPT, with cone resistance values ranging from 139 kg/cm2 to 198 kg/cm2 at depths between 11 meters to 16 meters, mini-pile foundations are used. The dimensions of the mini-pile plate are 10,000 mm x 3,800 mm x 500 mm, and 6 concrete piles with dimensions of 250 mm x 250 mm are used. The total number of 250 mm x 250 mm concrete piles required is 2.
Kritik Arsitektur terhadap Aspek Keselamatan Sarana Penyelamatan Jiwa Bangunan Gedung Studi Kasus: Gedung Pusat Antar Universitas (PAU) ITB Bandung Muhamad, Yudha Ariep; Ilhamdaniah, Ilhamdaniah; Widaningsih, Lilis
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.513

Abstract

Safety at the building is a safe condition physically, socially, spiritually, psychologically and other threats that endanger humans. Building Safety not only focus on active fire protection, but also need to concern about passive protection. Regarding from that safety aspect, the aspect of building life saving is a prevention for building users so that they have time for evacuation process until they leave the building. The aspect of saving lives is reviewed from the fulfillment of criteria such as distance between buildings, fire fighting access routes, pavement layers or hardstanding, fire fighting access inside buildings, access to exit facilities (corridors), access to exit facilities (doors), lighting on evacuation routes. , Signage, Placement of assembly point. So that an evacuation plan is created along with the fulfillment of protect users in saving lives at the building.
Analisis Faktor-Faktor Penyebab Terjadinya Perubahan Desain dan Pengaruhnya terhadap Cost overrun Proyek Konstruksi di Jambi Azanna, Dwitya Okky; Handayani, Elvira; Andreawan, Muhammad Fiqh
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.666

Abstract

This research aims to prove empirically the factors that cause design changes and the impact of cost overruns on construction projects. The data collection technique used was primary data collection with a sample of 10 respondents taken from contractor project staff of construction projects in Jambi City. The sampling technique in this research used probability sampling and stratified random sampling methods. Data analysis processing in this study used IBM SPSS 28. The final results of this analysis found that the causative factor of design changes because of owner or contractor. The most dominant design change factors caused by the owner were delays in providing goods that should have been provided by the owner at 48.48%, temporary suspension at 42.85%, and termination of construction contracts at 56.81%. Apart from that, other dominant factors in design changes caused by contractors are delays in providing design drawings for construction that have been approved, amounting to 62.5%, design/specification defects equal in value to the number of addendums issued at the implementation stage, namely 60.60%, final failure of contractor/subcontractor performance was 64.51%.
Analisa Level Kinerja Struktur Pada Bangunan 12 Lantai Dengan Metode Pushover Zuher, M. Hasbi; Sidiq, Zairah Nabila; Nasution, Ade Prayoga; Masrilayanti, Masrilayanti; Sunaryati, Jati
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.508

Abstract

There have been many earthquakes in Indonesia, especially West Sumatra. There was a fairly large earthquake, one of which was in 2009 with a magnitude of 7.6 on the Richter scale centered in Padang Pariaman, causing damage to vulnerable structures and loss of life. Therefore, evaluating the seismic vulnerability of buildings before an earthquake occurs is an important step in preventing damage to buildings and loss of life. In this study, a pushover analysis was carried out to determine the level of structural performance. The method used is a 12-storey building where both the existing building and its detailed properties are known, modeled using the Software Structural Analysis Program (SAP2000) Version 23. From the analysis results, the structure of the 12-storey building will experience the first yield point when given the 3rd pushover load, both at in the X-direction and Y-direction and the building structure will collapse when given the 10th pushover load in the X-direction and the 8th in the Y-direction. The performance level of the 12-story building structure is included in the Damage Control (DO) category level for the X-X direction, which means the transition between Immediate Occupancy (IO) and Life Safety (LS). Meanwhile, in the Y-Y direction, the structure is included in the Immediate Occupancy (IO) category level. Thus, in this case the building is still able to withstand the burden of the earthquake that occurred, the building can also be used again when it has received the earthquake load and the risk of human casualties is relatively small.
Analisis Faktor yang Mempengaruhi Keberhasilan Kerjasama Kontraktor dengan Pemasok Ready Mix Pembangunan PSU Jalan Penghubung pada Perumahan Skala Besar Kota Jambi Asri, Budi Irwan; Wahyudi, Wahyudi; Martalius, Martalius
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.645

Abstract

Limited resources require contractors to cooperate or collaborate to be able to participate in the connecting road construction project in large-scale housing in Jambi City, the quality requirements of the concrete used require contractors to use ready mix concrete. Ideally, cooperation is the most innovative way to anticipate limited resources and reduce disputes. However, obstacles such as weak cooperation, lack of trust, and ineffective communication are caused by different backgrounds and it is not easy to unite in a team. Therefore, knowledge of the factors leading to the success of cooperative relations is required. Based on this. The purpose of this study is to identify the dominant factors and factors that influence the success of contractor cooperation with ready mix suppliers for the construction of connecting road PSUs in large-scale housing in Jambi City, as well as determining efforts to improve the success of cooperation between contractors and ready mix suppliers for the construction of connecting road PSUs in large-scale housing in Jambi City. The analysis method is carried out with the application of the Statistical Package for the Social Sciences (SPSS). This study used quantitative methods by distributing questionnaires to respondents. The results of the research conducted there are 7 factors that influence the success of contractor cooperation with ready mix suppliers for the construction of PSU connecting roads in large-scale housing in Jambi City, namely communication factors, trust factors, commitment factors, role and responsibility factors, management support factors, information and resource factors, and common goal factors.
Analisa Manajemen Waktu Pekerjaan Renovasi Pembangunan Cafe Terakota Al-bab, Ulul; Hepiyanto, Rasio
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.400

Abstract

Successful execution of a construction project on time is one of the most important goals, for both owners and contractors. As in the construction of terracotta cafee renovation work which regressed to week 14, causing inaccuracies between the planning schedule and the construction implementation schedule. This study aims as an evaluation to get the fastest time acceleration using the CPM (Critical Path Method) cut and crashing method. From schedule data, RAB, and analysis of wage prices and weekly progress, a network is created and determines the critical path to then be cut and crashed. From the results of the study, it was found that the acceleration of the project can be done up to 77 days 6 days faster than normal days, which are 83 days with an acceleration cost of Rp. 337,649,065.79 or an increase of Rp. 20,125,000 from the normal cost of Rp. 317,524,065.79. The percentage of comparison due to the acceleration of the project using the critis cut and crash path method, that is, for an acceleration time of 5.59% faster than normal time. Meanwhile, the acceleration fee is 6.34% greater than the normal cost. So with this research, the costs incurred become more expensive, but the project completion time becomes shorter and more concise. It done on July 2rd, 2023.  

Page 18 of 49 | Total Record : 481

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