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Putu Aryastana
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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 15 Documents
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Search results for , issue "Vol. 13 No. 2 (2024)" : 15 Documents clear
Pengaruh aliran sungai panasen terhadap proses sedimentasi di Danau Tondano Liany Amelia Hendratta; Arthur Haris Thambas; Lusia Manu; La’la Monica
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10720.131-137

Abstract

Land use changes and inappropriate land use in the Panasen watershed cause sedimentation in Lake Tondano. The influence of sediment-laden flow on the sedimentation process is still a problem that needs to be studied. The occurrence of flooding in the downstream part of the river due to the process of river silting is a problem that has an impact on economic losses, environmental problems and even unresolved social conflicts. This study aims to obtain the factors causing flooding by evaluating the capacity of the Panasen river cross-section in the downstream part and analyzing the influence of the Panasen River sediment flow on the sedimentation process in Lake Tondano. The study was conducted through field observations in the form of river geometry measurements and sediment flow sampling. Secondary data, namely topographic maps, rainfall data and measured discharge data were obtained from related agencies. Various analyses carried out were hydrological analysis, hydraulic analysis and sedimentation analysis. The hydrological analysis used maximum daily rainfall data obtained from the Noongan rainfall station and measured river discharge from the Noongan River AWLR. The magnitude of flood discharge using the HEC-HMS model with calibrated parameters for various return periods of 2, 5, 10, 25, 50 and 100 years were obtained at 50.2 m3/sec, 71.6 m3/sec, 82.1 m3/sec, 91.8 m3/sec, 97.2 m3/sec and 101.4 m3/sec. From the hydraulic analysis, it was obtained that under Q100 and lake tides, all river segments were unable to accommodate flood discharge. The flood water level (overflow) was at 1.2 - 3.1 meters and tended to occur towards the right river bank. The amount of sediment transport was determined after obtaining the dissolved sediment content, which was 6.16 gr/m3, resulted in an average increase in sediment volume to the lake for 30 years of 3,215,104.7 m³ or a thickness of 72.15 mm. The results of the study showed that the amount of sediment entering the lake was quite large, so that management efforts were needed in the Panasen River watershed, namely in the form of land conservation measures and determining appropriate land use.
Analisis tebal lapis tambah perkerasan lentur (overlay) menggunakan metode manual desain perkerasan jalan 2017 Jalan Gandusari – Kampak Kabupaten Trenggalek (Sta 12+000–15+000) Indra Hardiansyah; Nurani Hartatik; Satiya Wardhana; I Gede Agus Punarta
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10789.159-166

Abstract

Gandusari - Kampak Road is a class II collector road and 2/2 TT Road Type with a length of 17 km located in Trenggalek Regency, the road is often used by the community to support the economy, tourism, politics, education and others. The large number of motorized vehicle activities has resulted in a decrease in service and quality on the road. The damage to the road disrupts traffic and road users, can be seen visually structural damage, such as surface defects, cracks and release of aggregate grains, so that an overlay is needed to increase structural value and prevent further damage. In this study, the 2017 Road Pavement Design Manual method was used to determine the thickness of the overlay by utilizing empirical data from deflection tests and condition analysis and integrating structural analysis based on traffic loads. This method is a technical guideline issued by the Ministry of PUPR. In the analysis of the thickness of the overlay, deflection data and traffic loads were used as determining variables for the thickness of the overlay. In this study, secondary data was used in the form of Benkelman Beam (BB) deflection and average daily traffic data obtained from the PUPR Office of Trenggalek Regency. Based on the analysis results, the CESA4 value is 4,281,450.00 ESA and CESA5 is 6,950,077.00 ESA. It can be concluded that the thickness of the overlay obtained during the 10-year design life based on the maximum deflection D0 of 0.419 mm produces an overlay thickness of 6 cm. If reviewed based on the deflection curve D200 of 0.248 mm, it produces an overlay thickness of 10 cm. From the results of traffic analysis and prevention of fatigue cracks before the design life, an overlay thickness of 10 cm was taken. This aims to increase the capacity of the structural performance and service life of the old pavement, so that the Gandusari - Kampak road can function safely and comfortably for users. This study focuses on sta 12 + 000 - sta 15 + 000 with an overlay of 10 cm.
Aplikasi perangkat lunak AFES untuk perancangan pondasi dangkal pada kandang ayam close house di Politeknik Negeri Tanah Laut Norminawati Dewi; Muhammad Azhar; Muhammad Rizan Adam
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.10942.167-176

Abstract

The construction of a poultry house with a close house system at Politeknik Negeri Tanah Laut aims to support student learning and research in modern agricultural practices. This facility integrates cutting-edge technology for optimal environmental control, providing a practical platform for academic. The primary focus of this study is to analyze soil investigation data and demonstrate the efficiency of shallow foundation design using the AFES software. Soil investigation at the project site revealed that the subsoil predominantly consists of clayey silt to silty clay, with depths ranging from 0.4 m to 6.6 m at borehole S1 and 0.6 m to 8.0 m at borehole S2. These findings provided essential input parameters for the foundation design process. Utilizing AFES software significantly streamlined the design workflow by offering three key outputs design drawings, 3D models, and detailed reinforcement and design criteria summarized in a comprehensive report. Additionally, the software generated a bill of materials, facilitating accurate cost estimation for the foundation construction. The results demonstrate the practical application of AFES in accelerating foundation design while maintaining accuracy and efficiency. This study underscores the importance of integrating advanced computational tools with thorough geotechnical investigation, offering a reliable and cost-effective foundation solution tailored to the unique requirements of the site.
Kesadaran siswa sekolah dasar di Balikpapan Selatan dalam mitigasi bencana tanah longsor: studi kasus berbasis kuesioner Andi Marini; Giat A. Sabalarang; Adam P.; Rifa’I M. N Aditya; Teguh H.; Deffy Nur A.; Rizkiah Zalzabilah; Ummar Badaruddin; Muhammad Yasir Indrawan; Achmad Ray B.
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.11075.211-216

Abstract

Landslide mitigation is a crucial effort in reducing the negative impacts of disaster, particulary ini high-risk aras such as South Balikpapan. This study aims to evaluate the awareness level of elementary school in South Balikpapan regarding landslide mitigation using a questionnaire covering three main aspects: understanding the causes of landslide, evacuation steps, and mitigation procedures. Data were collected from 578 students in grades 4-6 and analyzed descriptively. The result show that most students have a good understanding of the causes of landslide (70%), but only 35% of students understand the correct evacuation steps. Mitigation socialization is also lacking, with 73% of students stating they have never received formal socialization in school. This study recommends conducting regular disaster simulation and integrating mitigation materials into the curriculum to enhance student awareness. These findings provide strategic insight for educational institutions and stakeholders in landslide mitigation efforts.
Analisis pengetahuan pada siswa SMA di Balikpapan Selatan: mengenai mitigasi bencana tanah longsor Muhammad Ryan Syarif Hidayatullah; Fajar Nur Rohman; Salsabila Aurellia Putri Perihanto; Adib Djaki Pratama; Andi Marini
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 13 No. 2 (2024)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.13.2.11134.217-224

Abstract

Landslides are the movement of soil structures and rock mixtures that move down lower areas around them. Indonesia is one of the countries with a high level of natural disasters, landslides. Balikpapan is one of the areas prone to natural disasters, especially landslides. This study aims to determine the extent of understanding of high school students in South Balikpapan regarding landslide disaster mitigation. The methodology of this study uses several methods, including document studies from relevant scientific journals as references and materials in formulating questions that will be entered into Google Form as a data collection tool. In this case, we chose high school students in South Balikpapan to be respondents regarding the knowledge of high school students in South Balikpapan regarding landslide disaster mitigation, considering that the Balikpapan area is a hilly area which is one of the factors causing landslide disasters. From the results of the research conducted, there are varying data regarding students' understanding of landslide disaster mitigation. The data obtained were 453 students from 4 schools in South Balikpapan. From the data it shows that there are 337 students who have received information or socialization about landslide prevention and 116 students have never received information or socialization about landslide prevention. The conclusion of the study shows that there are still some students who do not receive information or socialization about landslide disaster mitigation. This finding provides knowledge for educational institutions or related parties in efforts to mitigate landslide disasters.

Page 2 of 2 | Total Record : 15

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