Garuda - Garba Rujukan Digital

All

Jurnal Teknologi Berkelanjutan

JTB
Website

Published by Universitas Lambung Mangkurat

ISSN : 23028394 EISSN : 26209276 DOI : https://doi.org/10.20527/jtb.v7i01.110

Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

Jurnal Teknologi Berkelanjutan (JTB) is available free of charge (open access) for all readers. The articles in JTB are the results of scientific research, contributions of ideas, and solutions offered for existing problems. JTB focuses on publishing scientific articles in the fields of civil and environmental engineering.

Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)

Articles 196 Documents

8 9 10 11 12

ANALISIS TINGKAT KEBISINGAN LALU LINTAS DI JALAN PIERRE TENDEAN BANJARMASIN Eddy Heriyatna
Jurnal Teknologi Berkelanjutan Vol 6 No 02 (2017): Vol 06 No. 02
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1518.359 KB)

Dengan bertambahnya kendaraan bermotor pribadi yang disebabkan masih belum terpenuhinya moda angkutan umum yang dapat mengakomodir kebutuhan masyarakat, maka menimbulkan kepadatan lalu lintas yang menyebabkan tundaan hingga kemacetan di kota Banjarmasin. Dampak lain yang dirasakan akibat arus lalu lintas pada ruas jalan apabila diperhatikan lebih jauh juga menyebabkan pencemaran suara akibat kendaraan bermotor berupa kebisingan. Pengaruh lalu lintas terhadap kebisingan ini yang akan diteliti untuk mengetahui sebesar apa kebisingan yang ditimbulkan pada garis lurus dengan jarak yang sudah ditentukan. Adapun metode yang akan digunakan untuk mengetahui pengaruh kebisingan terhadap jarak adalah dengan korelasi dan regresi linier menggunakan perangkat lunak microsoft excel yang hasilnya berupa grafik hubungan kebisingan (dB) tiap-tiap jarak dengan arus lalu lintas. Pada Jarak 0 meter (Titik-1) didapatkan persamaan regresi Logaritma dengan bentuk persamaan y = 13.01ln(x) - 3.516, R² = 0,803 dan R = 0,896. Lalu Lintas (smp/jam) berpengaruh terhadap Kebisingan (dB) sebesar 80,3%. Pada Jarak 17,5 meter (Titik-2) dengan bentuk persamaan Polinomial y = -0.00074x2+0.470x-8.417, R² = 0,744 dan R = 0,823 yang berarti Lalu Lintas (smp/jam) berpengaruh terhadap Kebisingan (dB) sebesar 74,4%. Sedangkan pada jarak 35 meter (Titik-3) didapat bentuk persamaan Polinomial y = -0.00089x2+0.564x - 25.20, R² = 0,662 dan nilai R = 0,814. Pada Titik-3 Lalu Lintas (smp/jam) dengan Kebisingan (dB) berpengaruh sebesar 66,2%. Hasil uji korelasi pada jarak 0 meter (Titik-1) kendaraan ringan berpengaruh terhadap kebisingan dengan nilai korelasi 0,894321654 dibandingkan sepeda motor sebesar 0,849990589. Pada jarak 17,5 meter (Titik-2) sepeda motor lebih berpengaruh terhadap kebisingan dengan nilai korelasi 0,860213119 dibandingkan kendaraan ringan 0,725266969. Pada jarak 35 meter (Titik-3) sepeda motor juga lebih berpengaruh terhadap kebisingan dengan nilai korelasi 0,799154739 dibandingkan kendaraan ringan sebesar 0,687017145. Jadi dapat dikatakan bahwa semakin dekat jarak dengan lalu lintas atau sumber kebisingan maka semakin besar suara kebisingan yang ditimbulkan dan semakin jauh jarak dari lalu lintas semakin berkurang kebisingan yang ditimbulkannya.

ANALISIS DAYA DUKUNG TIANG GROUP PADA TANAH BERLENSA DI KOTA BANJARMASIN DENGAN PLAXIS 2D Yayuk Setiyowati
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

This research is a small-scale study by making a pile group model in finite element with variable influence of the thickness of the sand lens (sand lens), diameter of pile and pile distance to the pile group capacity. Sand-lined soil layer modelling was analysed using elastic linear modelling contained in the Plaxis program. Soil Data Modelling is taken from the Gatot Subroto Banjarmasin flyover project. Then the pile group modelling is made by modelling the plane lines of the piles simplified as wall elements or called pile plane strains. To equivalent the depth of the actual wall element to the actual conditions in the field where the pile groups are lined up backwards, then the formula equivalent to rigidity is used as described by Andre Rytenius in his dissertation master. In this thesis, the bearing capacity of a single pile foundation is analysed using the Meyerhof and Hanna's methods. The results of the calculation of the pile group capacity of a single pile foundation (40 m) based on manual calculations obtained results of 10438.1477 kN / m2. With Plaxis, the pile group capacity is 9000 kN / m2. The pile group capacity of a single pile in the lens layer of PLAXIS results is smaller than the theoretical the pile group capacity calculation results. The pile group capacity on the lens layer of PLAXIS results obtained for the same diameter incrrasing. A better pile configuration to be applied to sandy soil is a symmetrical 4 pile configuration, where the pile group capacity produced in this configuration is higher than the 9 symmetrical pile configuration.

ANALISIS FAKTOR IMPLEMENTASI MANAJEMEN K3 TERHADAP KINERJA BIAYA PELAKSANAAN PROYEK KONSTRUKSI Yaser Arafat
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

The purpose of this study is to analyze the implementation of Occupational Health and Safety (OHS) that affect the cost performance of construction projects, and the relationship of OHS factors to the cost performance of construction implementation. The research design process begins with collecting primary data through a questionnaire. The main population for the questionnaire is the Construction Company in the South Kalimantan region, with a sample of 36 contracting companies. The instrument used was a closed questionnaire. The data analysis method of this study uses descriptive statistical analysis and correlation analysis. From the results of the study, the results obtained are firstly, the implementation of the OHS factor in this study proved to affect the cost performance. Making coordinated OHS planning is the most influential indicator on planning factors. OHS planning factor OHS is the factors that most influences cost performance, then the implementation and finally the evaluation factor. Secondly, OHS implementation factors that have a strong correlation to insurance cost performance are factors that monitor compliance with laws and regulations and other requirements related to the application of OHS in the workplace. Contract review is an indicator that is strongly related to project costs in terms of security equipment. The monitoring indicator of effectiveness of control is an indicator that has a strong correlation with health facilities. The evaluation indicator for the implementation of the company's OHS management system is an indicator that correlates very strongly to the cost of supervision of the application of safety. Indicators that have a strong correlation with the costs of accidents that occur are indicators of evaluating the effectiveness of OHS operations control. The indicator for conducting an OHS management system audit is an indicator that correlates very strongly with other costs associated with the work safety system.

UPAYA PENINGKATAN PRODUKTIVITAS TENAGA KERJA KONTRAKTOR DI WILAYAH KABUPATEN PASER, KALIMANTAN TIMUR Vera Victya
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

Productivity is very important for every worker in completing a job. High work productivity must be possessed by every worker in all construction sectors. High labor productivity is needed for the success of construction projects. High and low work productivity of the labor force greatly affects the time of the construction project implementation. The level of labor productivity is influenced by many factors including age, work experience / years of work, labor expertise, education level, wage suitability, worker health, field / weather conditions, work group composition and relationships between workers. All of these variables have a large influence on labor productivity on brickwork. From the results of this study found the level of productivity of the brickwork at a height of 0 floors to 50 cm at 1.42 m2 / hour, at a height of 50 cm to 2 meters at 2.20 m2 / hour, at a height of 2 meters to 3.5 meters at 1.95 m2 / hour, and at an altitude of 3.5 meters to 6 meters at 1.70 m2 / hour. Efforts that must be made in increasing labor productivity are to tighten supervision of the worker so that they can work optimally and the need for worker training to obtain a certificate of expertise so that the contractor have workers with good skill.

ANALISA DAMPAK LALU LINTAS TERHADAP RENCANA PENGEMBANGAN KAWASAN PERKANTORAN KOTA MARTAPURA Bagus Ridhani
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

Development of office areas in Martapura city is based on the Building and Environmental Planning (RTBL) of Banjar Regency which has a land area of 103.5 hectares with a total area of 90,270 m2 for government offices. It is suspected that after the office area has been completed and started operating it will have a significant impact on the road network around the area's development. This study aims to predict the magnitude of trip generation / attraction caused by office areas that have been operating, analyze traffic performance on the road network which is expected to be affected by office areas after operation, analyze the impacts caused by the operation of office areas, and provide handling solutions right to maintain a smooth flow of traffic around the office area. Data analysis was performed by collecting traffic flow data and making origin-destination matrix (MAT) using the Detroit method to predict post-construction conditions, 5 years and 10 years post-construction on the road sections reviewed and calculate the level of service at each review year in accordance with predetermined handling scenarios. The amount of traffic generation / movement that occurred was 788 vehicles or 462 SMP / Hour. In the existing condition, the worst service level (D) is Sekumpul Street (Jl. A. Yani), Sekumpul Ujung (Indrasari) road and Martapura Market (Jl. Barakat). The estimated traffic impact caused by the increase in DS ranged from 9.48% to 53.53%. The treatment recommendation that can be given is Scenario number 3 by making exit / entry access on the Alkah road so that the growth of the traffic volume that occurs on the Sekumpul road becomes 12% to 56%.

STUDI PENGENDALIAN BANJIR DI KOTA BARABAI TERKAIT RENCANA PEMBANGUNAN BENDUNGAN PANCUR HANAU DI SUNGAI BARABAI KABUPATEN HULU SUNGAI TENGAH Eddy Prabowo
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

Major floods hit the Barabai city in June 2013, where this incident caused damage to the river border and floods inundated the city. Barabai River's rainfall and water level during the flood were recorded by the Baruh Batung's Automatic Water Level Recorder (AWLR) located in Hantakan Sub-District, Hulu Sungai Tengah Regency. In this case, the Hulu Sungai Tengah Regency Government plans to build the Hanau Pancur dam on the Barabai River so that it is expected to reduce flood discharge in the Barabai city. The calibration of flood drainage and discharge coefficients in June 2013 is indispensable in the design of the Hanau Pancur dam and the determination of water level as an early warning of flood hazards. The method used to determine the flow coefficient uses Dr. Kawakami equation. In calibration of flood discharges in the Barabai watershed using the method of hydraulic analysis and hydrological analysis. The method of determining the water level as an early warning of flood hazard uses flood tracking on the overflow. The result is the drainage coefficient in the 100 year return period of 0.895 and the equivalent flood discharge in June 2013 in the Barabai watershed of 605.64 m3 / sec. The height of the flood water above the Abundance of the Hanau Pancur dam as an early warning of flood hazard for the conditions of alert 1, standby 2 and standby 3 respectively 1.55 m, 1.65 m and 1.78 m. With the construction of the Hanau Pancur dam on the Barabai River, the reduction in flood discharge Q100, Q1000 and QPMF were respectively 11.70%, 11.19% and 9.75%.

KINERJA KOORDINASI SIMPANG BERSINYAL JALAN RAJAWALI – JALAN GARUDA (SIMPANG I) JALAN RAJAWALI – JALAN TINGANG (SIMPANG II) KOTA PALANGKA RAYA Muhammad Ikhsan Sidiq
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

The Rajawali Road intersection is a Collector Road section where along the road there are many Shops, Schools, Healt Facility, Hotels and Residential Residents. On the Rajawali Road there are 2 (two) four-arm crossing points where the distance between the two crossing points is 540 meters. The two adjacent intersections are Jalan Rajawali and Jalan Garuda (intersection I) and Jalan Rajawali and Jalan Tingang (intersection II). The study aims to determine the performance of Intersections I and Intersections II in existing conditions and provide a choice of solutions so that the level of service of the two intersected signals becomes better. Primary data collection is done by direct observation in the field, data components taken through observations in the form of intersection traffic volume, intersection geometrics, and cycle times. Whereas in calculating to find out the performance at Intersection I and Intersection II, it was conducted using MKJI approach. The solution is implemented to improve service at both intersections by changing the phases of the two intersections and then coordinating the signals at both intersections manually. The results of the performance at the existing conditions of peak hour hours showed the highest value of delay at intersection I was 78.79 sec / pcu with service level E, while at intersection II the delay value was 47.71 seconds with Service Level Index E value for peak hour afternoon. After the signal coordination scenario is done by equating the two phases, namely 3 phases and the change in cycle time at Intersection I for 50 seconds and Intersection II for 50 seconds, the average delay value at intersection I is 27.38 sec / pcu with service value D for afternoon peak hours and intersection II of 30.30 sec / junior high with service value D. The application of signal coordination between Intersection I and Intersection II has maximized the performance of intersections and service levels at Intersection I and Intersection II.

EVALUASI KEBUTUHAN AIR DAN ELEVASI BUKAAN PINTU PADA SISTEM TATA AIR PASANG SURUT UNIT TAMBAN KABUPATEN BARITO KUALA Febry Asthia Miranti
Jurnal Teknologi Berkelanjutan Vol 7 No 01 (2018): Vol 07 No. 01
Publisher : Lambung Mangkurat University Press

Rehabilitation efforts were carried out on the tidal system of swamp irrigation area (DIR) at Tamban Unit DIR in Tamban Sari Bangun Village, Barito Kuala Regency in 2013, including installing a water gate with a dimension of 600cmx400cm so that productivity of degraded land could be increased. However, the water gate is not functioning and operationalized by local farmers, so it needs an evaluation of water requirements, and evaluation of the water gate opening. In this study mainstay rainfall analysis, evapotranspiration analysis, irrigation water needs analysis, tidal analysis, evaluation of existing water systems, and simulation using the HEC-RAS program were conducted. The final stage of the study obtained conclusions and suggestions regarding the evaluation of water needs and elevation of water gate openings in the Tamban Unit water system. Based on the calculation of irrigation needs, it is known that the highest water level elevation for land processing is in June I, which is + 9.040m, while the growth period in August I is + 9.060m. From the results of hec-ras simulations it is known that the fulfillment of water in paddy fields (upstream) cannot be fulfilled, because the elevation of paddy fields is too high. While the fulfillment of water needs in the paddy fields (downstream) can be fulfilled in simulation 10, with the elevation conditions of the existing floodgate, the floodgate fully opened, and the tidal hydrograph raised 1.03 times. The water needs are fulfilled if the tides are higher than the measurement results that is 1.03 times.

SISTEM PENDUKUNG KEPUTUSAN PRIORITAS REHABILITASI BANGUNAN SDN/MIN DI KABUPATEN PULANG PISAU Micky Prasetia
Jurnal Teknologi Berkelanjutan Vol 8 No 02 (2019): Vol 08 No. 02
Publisher : Lambung Mangkurat University Press

The central issue in improving the quality of Indonesia's human resources is improving the quality of basic education. One aspect that affects the quality of basic education is the quality of its infrastructure, namely the SDN / MIN buildings. Most of the SDN / MIN buildings in Pulang Pisau Regency are old buildings with an appalling condition. To restore the function of buildings that have been damaged and declined, the Pulang Pisau Education Office carries out physical rehabilitation of buildings deemed necessary to repair. In reality, often, the decision to rehabilitate SDN / MIN buildings is not appropriate as needed. The discrepancy between the decisions of the Regional Government and the existing needs requires a solution in the form of a Decision Support System (SPK) for the rehabilitation of SDN / MIN buildings as a reference in making decisions. The study was conducted by taking a sample of one school for one district. Primary data obtained from the distribution of questionnaires by purposive sampling and secondary data obtained from the Central Statistics Agency. Making SPK begins with the collection of school damage data. Data on building damage is entered into a database. The database is created with a computer application. Damage data is determined by weight. Analytical Hierarchy Process (AHP) method is used as a scientific way to determine the priority order of rehabilitation of SDN / MIN buildings. SPK is made based on computer applications, so it is fast and easy to use in making decisions. Computer-based SPK has been validated and compared with manual calculations, and the conclusion is no different. SPK application system created has been verified and proven to be easy to operate.

PEMANFAATAN RUANG TERBUKA HIJAU PADA BANGUNAN SIRING BANTARAN SUNGAI MARTAPURA KOTA BANJARMASIN Edwin Hasymi
Jurnal Teknologi Berkelanjutan Vol 8 No 02 (2019): Vol 08 No. 02
Publisher : Lambung Mangkurat University Press

Open space is a space that is planned as a place for various social activities. Green open space created on the banks of the siring Jl. Piere Tendean is a city park that is free of building land. However, a building that has four floors called Menara Pandang has been built in this area where there should be no building at all. The Tower of View building is located in the Piere Tendean City Tourism Park in the city of Banjarmasin. The purpose of this research is to examine the extent of the feasibility of the View Tower. This research is based on the main regulations of a facility or building asset that can be built as an exception where there should be no building at all. Analysis of the legal aspects has been carried out based on regulations. And for the economic aspect, the analysis is carried out with a benefit value analysis (BCR) and a rate of return analysis (ROR). The results of the study provide that Menara Pandang, which stands at that location, is in conflict with several regulations. However, an analysis of economic aspects shows that this building is profitable and beneficial. Further research is recommended to consider the impact not only of the user but also the manager and the entire community around this facility.

Page 10 of 20 | Total Record : 196

8 9 10 11 12

Filter by Year

2012 2025

Filter By Issues

All Issue Vol 14 No 02 (2025): Vol 14 No. 02 Vol 14 No 01 (2025): Vol 14 No. 01 Vol 13 No 01 (2024): Vol 13 No. 01 Vol 13 No 2 (2024): Vol 13 No. 02 Vol 12 No 2 (2023): Vol 12 No. 02 Vol 12 No 1 (2023): Vol 12 No. 01 Vol 11 No 02 (2022): Vol 11 No. 02 Vol 11 No 01 (2022): Vol 11 No 01 Vol 10 No 02 (2021): Vol 10 No 02 Vol 10 No 01 (2021): Vol 10 No 01 Vol 9 No 02 (2020): Vol 09 No 02 Vol 9 No 01 (2020): Vol 09 No. 01 Vol 8 No 02 (2019): Vol 08 No. 02 Vol 8 No 01 (2019): Vol 08 No. 01 Vol 7 No 02 (2018): Vol 07 No 02 Vol 7 No 01 (2018): Vol 07 No. 01 Vol 6 No 02 (2017): Vol 06 No. 02 Vol 6 No 01 (2017): Vol 06 No. 01 Vol 5 No 02 (2016): Vol 05 No 02 Vol 5 No 01 (2016): Vol 05 No 01 Vol 4 No 02 (2015): Vol 04 No 02 Vol 4 No 01 (2015): Vol 04 No 01 Vol 3 No 02 (2014): Vol 03 No. 02 Vol 3 No 01 (2014): Vol 03 No. 01 Vol 2 No 02 (2013): Vol 02 No. 02 Vol 2 No 01 (2013): Vol 02 No. 01 Vol 1 No 02 (2012): Vol 01 No. 02 Vol 1 No 01 (2012): Vol 01 No. 01 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Irfan Prasetia

Contact Email
iprasetia@ulm.ac.id

Phone
+628115017165

Journal Mail Official
jtb@ulm.ac.id

Editorial Address
Kampus Fakultas Teknik Banjarmasin Jl. Brigjen H. Hasan Basri Jl. Kayu Tangi, Pangeran, Kec. Banjarmasin Utara, Kota Banjarmasin, Kalimantan Selatan 70123

Location
Kota banjarmasin,

Kalimantan selatan

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Irfan Prasetia

Contact Email iprasetia@ulm.ac.id

Phone +628115017165

Journal Mail Official jtb@ulm.ac.id

Editorial Address Kampus Fakultas Teknik Banjarmasin Jl. Brigjen H. Hasan Basri Jl. Kayu Tangi, Pangeran, Kec. Banjarmasin Utara, Kota Banjarmasin, Kalimantan Selatan 70123

Location Kota banjarmasin, Kalimantan selatan INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Irfan Prasetia

Contact Email
iprasetia@ulm.ac.id

Phone
+628115017165

Journal Mail Official
jtb@ulm.ac.id

Editorial Address
Kampus Fakultas Teknik Banjarmasin Jl. Brigjen H. Hasan Basri Jl. Kayu Tangi, Pangeran, Kec. Banjarmasin Utara, Kota Banjarmasin, Kalimantan Selatan 70123

Location
Kota banjarmasin,

Kalimantan selatan

INDONESIA