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Putu Aryastana
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aryastanaputu@warmadewa.ac.id
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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. 11 No. 2 (2022)" : 15 Documents clear
PERENCANAAN STRUKTUR GEDUNG KANTOR OTORITAS JASA KEUANGAN (OJK) KAWASAN REGIONAL 4 DENGAN METODE BETON PRACETAK Dwi Oktavianto; Nurul Rochmah
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (828.403 KB) | DOI: 10.22225/pd.11.2.5367.229-239

Abstract

This study aims to plan the structure of the Regional Financial Services Authority Office Building 4 East Java using precast concrete. The use of precast concrete is based on advantages in terms of economy, efficiency, speed of implementation, and energy consumption that have an impact on the environment. The precast concrete structure is designed by assuming the structure is monolithic cast in place. Precast elements require joints that function to transfer the forces that occur between elements. Planning refers to the guidelines that apply in Indonesia, namely SNI 1727:2020, SNI 1726:2019, and SNI 2847:2019. Based on the results of the analysis obtained the configuration of the structure, the dimensions of each structural element, and the connection between the structural elements. The connection uses a combination of dry and wet joints which aims to produce a monolithic structure. The connection between the column and the column uses 4 PEC® Column Shoe, the connection between the main beam and the sub-beam uses a combination of corbel, 2 BECO® Beam Shoe at the bottom of the main beam, and a rebar coupler that connects the top reinforcement of the main beam. The connection between the beams and the main beam uses 2 BECO® Beam Shoes at the bottom of the beams and distribution reinforcement at the top of the beams. The connection of the slab to the beam uses joint reinforcement at the top and bottom of the slab.
PENGGUNAAN COUNTERWEIGHT DAN SOIL NAILING SEBAGAI ALTERNATIF PERKUATAN LERENG SUNGAI GANDONG MAGETAN JAWA TIMUR PASCA LONGSOR Rina Zusianti; Luthfi Amri Wicaksono; Paksitya Purnama Putra
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (979.14 KB) | DOI: 10.22225/pd.11.2.5534.214-221

Abstract

The landslide occurred on the slopes of the Gandong Magetan River. The location of the river in the middle of the city caused landslides to almost reach people's homes. Efforts should to be made to improve slope stability so that it is safe against landslides. Slope stability analysis uses the LEM (Limit Equilibrium Method) with the Geoslope program. The results of the analysis of the slope stability of the existing conditions get the value of the safety factor of 0.379. Alternative reinforcement that is planned is the manufacture of counterweight slopes. Planning of counterweight slope embankment as many as 4 levels with a height of 3 m each level. The results of the counterweight slope stability analysis get a safety factor value of 0.507. The critical area is at the top of the slope so that soil nailing reinforcement is added. The results of the counterweight slope stability analysis with soil nailing and gabion reinforcement obtained a safety factor value of 1.507. So that the slope reinforcement plan is safe against landslides.
PENGARUH PERILAKU MASYARAKAT TERHADAP PENGELOLAAN SAMPAH DI DESA KEBUNDADAP TIMUR KECAMATAN SARONGGI KABUPATEN SUMENEP Dela Aprilia Andina; Anita Intan Nura Diana; Subaidillah Fansuri
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (394.336 KB) | DOI: 10.22225/pd.11.2.5556.222-228

Abstract

Critical population expansion and changes in individual utilization design indirectly increase the volume, type, and characteristics of waste, much more differently. Home life also generates waste. Information from the BPS in 2022, the population in the village of Kebundadap Timur is 3060 people. Many people there are still not ready to manage their waste properly. Residents like to throw their garbage into the river or by burning it around the house. Thus, the problem of family waste is also experienced by the people of East Kebundadap village. The purpose of this study was to determine the effect of community behavior on waste management in East Kebundadap village. This study uses a quantitative approach with associative research methods. The population in this study was the people of Kebundadap Timur Village, amounting to 3060 people with a sampling technique using purposive sampling with an error rate of 10% which resulted in 97 members as respondents in this study. The instrument used by distributing questionnaires to respondents. Analysis of the data used is simple linear regression analysis. Based on the results of the research and discussion that has been described by the author about the influence of community behavior on waste management in the village of Kebundadap Timur, it can be said that the influence of community behavior on waste management in the Village of Kebundadap Timur is a positive influence and means that community behavior is able to improve management This is evidenced by the results of analysis using multiple linear regression, namely the regression equation of Y = 8.084 + 0.756X, based on the R value of 0.663 which means it has a strong relationship between variables and variables, based on the results of the F test and T test which also concludes that community behavior variables have a significant effect on waste management in East Kebundadap Village.
ANALISIS TINGKAT PEMAHAMAN PEMANGKU KEPENTINGAN TERKAIT PENERAPAN KONSEP GREEN ROAD DI KABUPATEN SORONG Florida M. Turot
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (356.067 KB) | DOI: 10.22225/pd.11.2.5616.253-261

Abstract

The construction industry is a major contributor to pollution, resource depletion, waste, global warming, and climate change. The annual rate of road development has risen. In the process of creating a new road, emissions result from the manufacture of materials (asphalt, aggregate, asphalt mixture, and asphalt emulsion), the transportation of resources, the construction process, and the transportation of garbage. Throughout the life cycle of a project, the construction industry has adopted the notion of sustainability in order to minimize negative environmental impacts and improve social and economic well-being. Implementing a sustainable road is one of the measures taken to actualize the sustainability concept (green road). The aim of this study was to assess understanding of sustainable highways among stakeholders, including owners, contractors, planners, and academics/experts. The analysis in this study was carried out quantitatively and descriptively by using literature studies, RII techniques, and statistical tests. The results showed that the understanding of contractors and academics about the category of construction implementation activities and the category of pavement technology was still limited, while the understanding of consultants and owners about the green road category was quite comprehensive. Stakeholders have very diverse levels of knowledge in the category of construction implementation activities.
ANALISIS PENGARUH VARIASI BENTUK DAN VARIASI DIMENSI TERHADAP DAYA DUKUNG PONDASI TIANG PANCANG PADA GEDUNG KULIAH BERSAMA DAN LABORATORIUM FEB UPN “VETERAN” JAWA TIMUR Mochammad Nouval Diva Ramadhan; Dian Purnamawati Solin; Made Dharma Astawa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 2 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (481.79 KB) | DOI: 10.22225/pd.11.2.5628.245-252

Abstract

The foundation is the most important parts of the lower structure in a building work. This is because the foundation has a function as a bearer and load-bearing that is above it. Therefore, careful calculations are needed accompanied by a comparative analysis of methods to get an efficient type of foundation. In this study, a calculation analysis will be carried out using the conventional method, namely the Mayerhof, Luciano Decourt and Reese O'Neil method to analyze the bearing capacity of the pile with two types of pile shapes namely circle and square accompanied by differences in pile dimension data 300 mm, 400 mm, 500mm and 600 mm with reference to the comparison of the foundation carrying capacity data with the PDA (Pile Driving Analyzer) test. As well as knowing the settlement of the pile foundation of the Joint Lecture Building and Laboratory of the FEB UPN "Veteran" East Java using the PLAXIS version 8.2 aid program. from the results of the study obtained the value of the bearing capacity of the foundation, the smallest deflection and settlement as well as the comparison of the BCR (Bearing Capacity Ratio) value close to 1, the foundation with variations in the shape of a square cross section with dimensions of 300 x 300 mm is efficient and safe to use.

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