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INDONESIA
DEARSIP: Journal of Architecture and Civil
Published by Universitas Islam Darul Ulum
ISSN : -     EISSN : 28080947     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Material and structural engineering Transportation Engineering Geotechnical Engineering Water resource engineering Construction and Project management Disaster management Urban and regional planning Interior design Landscape design Housing and human settlement
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 115 Documents
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ENVIRONMENTAL SUSTAINABILITY ANALYSIS IN KAMAJAYA HOUSING IN SUPPORTING THE FEASIBILITY OF LIVING Mei Fajri Anugrah Sukma; Heru Setiyo Cahyono; Annisa' Carina
DEARSIP : Journal of Architecture and Civil Vol 5 No 02 (2025): Juli - November 2025
Publisher : Faculty of Engineering, Universitas Islam Darul Ulum Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52166/dearsip.v5i02.11074

Abstract

The increasing need for housing as the population grows is a challenge for sustainable environmental management. Housing is an important element of urban ecosystems that affect quality of life. Kamajaya housing in Singosari District is designed for the needs of modern housing with environmental aspects, but there is still a need for deeper analysis regarding the application of sustainability principles. Environmental sustainability in housing includes energy use, water and waste management, green space, and climate change adaptation. Sustainable housing improves air quality, resident health, and comfort. This study aims to evaluate the sustainability of Kamajaya Housing to provide recommendations for improving environmental quality and supporting sustainable housing policies. Suitability of Space Utilization Activities (KKPR) is a tool in spatial planning to ensure optimal and sustainable land use by considering environmental, social, and economic aspects. The Ministry of Fisheries and Fisheries prevents land conflicts, preserves the environment, and encourages sustainable economic growth. The implementation of the KKPR requires adequate data, conflict of interest management, and strong analytical capacity. The results of the study show that the Building Boundary Line (GSB) is decided to have a minimum distance of GSB of 5 m + 5.5 m. The distance of 11 m for this measurement is in accordance with the IKKPR Decree, namely the minimum distance of GSB 5 m + 5.5 m measured from the outermost side of a building mass to the Road Axle which is the measurement reference. Kamajaya Housing occupies 58.02% of the Land Area so that the KDB is less than 70% of the Land Area. KDH Residential Buildings less than 10 % Land area with RTH Composition: Garden: 132 m2. Net Needs for Residential Buildings, then the amount of water needs has been able to be met by the Clean Water Source by the PDAM network, which is 125 Liters / Minute. Referring to SNI 03 – 7065 : 2005 Plumbing System Planning Procedures. Consumption of Residential Houses with Occupants amounting to 4 people with effective activities per day is 8 hours, the waste of dirty water is 65 liters. Referring to SNI 03 – 7065 : 2005 Plumbing System Planning Procedures. For rainfall figures are = 8 Liters / Minute
ANALYSIS OF THE INSTALLATION METHOD OF HALF SLAB PRECAST ON KARANG SINGA BEACON TOWER BUILDING AHMAD MAHIRUL ILMI; Anisa Carina; Agus Setiawan; Mochammad Qomaruddin
DEARSIP : Journal of Architecture and Civil Vol 5 No 02 (2025): Juli - November 2025
Publisher : Faculty of Engineering, Universitas Islam Darul Ulum Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52166/dearsip.v5i02.11091

Abstract

ABSTRACT Innovation in construction methods is increasingly needed, especially in projects in extreme geographical conditions. This study analyzes the effectiveness of the precast half slab installation method in the Liang Liang Coral Beacon Tower Construction project in the Riau Islands, which is located ±4 nautical miles from Bintan Island, so that it does not allow the application of conventional casting. The half slab precast method was chosen to overcome the limitations of the working area, weather risks, and the need to accelerate construction time. The analysis was carried out through the stages of half slab design planning, fabrication, material distribution using a service barge, to the erection process using a crawler crane. The technical data of the half slab includes the configuration of HS1, HS2, and HS3 with a thickness of 200 mm and a concrete topping of 150 mm. The results of the analysis showed that the precast half slab met the technical requirements based on SNI 2847:2013 and the PCI Design Handbook, both in terms of lifting load capacity, bending moment control, and deformation during installation. The installation method has also proven to be efficient in terms of time and cost because it minimizes the use of formwork, reduces the risk of wet work at sea, and accelerates the implementation of erections. This study concludes that the half slab precast method is an effective and efficient solution for floor structure work in offshore projects, especially in locations with limited access and challenging environmental conditions.
PRODUCTIVITY AND PROCESS ANALYSIS REINFORCED CONCRETE BEAM WORK ON JIIPE GRESIK MOSQUE-BKMS CONSTRUCTION PROJECT RANGGA ADI SAPUTRA; Intan Maya Sari; Donny July Prasetya
DEARSIP : Journal of Architecture and Civil Vol 5 No 02 (2025): Juli - November 2025
Publisher : Faculty of Engineering, Universitas Islam Darul Ulum Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52166/dearsip.v5i02.11092

Abstract

Controlling labor productivity in construction projects has a very important role. For example, labor productivity in the early stages of a project can have a major impact on the accuracy of schedules or plans that have been prepared. This study aims to find out the process of implementing block work in the Mosque Construction Project-BKMS JIIPE Gresik and compare the productivity of labor in the installation of beam reinforcement with productivity standards as stated in the Minister of PUPR Regulation No. 1 of 2022. Observations were carried out directly in the field by recording the number of workers, the volume of work, and the duration of time (working hours) on the B1 Block work for eight working days, starting at 07.00–11.00 WIB. The break time lasted at 11.00–13.00 WIB, and the work continued until 16.00 WIB. In addition, recording is also carried out at the end of working hours every day to obtain process data and worker productivity values. The reinforced concrete block work in this project uses conventional methods which include the stages of preparation, measurement, ironing, formwork installation, checking, casting, dismantling of formwork, and treatment (curing) which are all carried out at the project site with the support of certain tools. The results of the observation showed that the average labor productivity (blacksmith) for the installation of B1 beam reinforcement work reached 147,390 kg/OH, while the highest productivity was 210,532 kg/OH and the lowest was 93,986 kg/OH. The results of calculations based on the Minister of PUPR Regulation No. 1 of 2022 show that the standard productivity for blacksmith labor is 142,857 kg/OH. Based on the results of the analysis, it was found that the average productivity of workers in the field had a value of 1,031 times greater than the standard of the Ministerial Regulation on PUPR.
DESIGNING (ATELIER LA) FASHION CENTER WITH A MODERN ARCHITECTURAL APPROACH ON JALAN SOEKARNO HATTA LAMONGAN Alfina Nuril Husniyah; Mimin Aminah Yusuf; Dhiah Agustina Qahar; Afin Ulul Azmi
DEARSIP : Journal of Architecture and Civil Vol 5 No 02 (2025): Juli - November 2025
Publisher : Faculty of Engineering, Universitas Islam Darul Ulum Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52166/dearsip.v5i02.11093

Abstract

The fashion industry in Lamongan Regency shows rapid development, characterized by high public interest and the organization of various fashion events. However, promotional activities and fashion shows carried out by the Lamongan Regency Government are still carried out in less representative locations, such as on public roads that cause traffic disruptions, or in Sports Buildings (GOR). This condition highlights the need for adequate facilities. Therefore, this research aims to design a Fashion Center that can function as a forum for collaboration, education, training, and commercial activities to support the growth of the local clothing industry. The design applies the Modern Architectural Approach to integrate functional and aesthetic elements, creating a timeless and attractive space. The methods used are the flow chart design methodology from Goldschmidt (Analysis and Synthesis) and the Cinegram analysis method from Bernard Tschumi, which includes programmatic, footprint, and design approach analysis. The design results are expected to provide architectural design solutions that are functional, aesthetic, and adaptive to the needs of the fashion industry, while contributing positively to the local economy.
MODELING AND ANALYSIS OF RETAINING WALL STRUCTURE AT CRUSHING PLANT AT COAL PORT Muhammad Shohib; Andi Patriadi; Jiden Desta Mahendro; Adilat Ahmad Firdausyi; Shinta Berlinda Wulandari; Aviska Triayaska; Izzul Manjulang Tunggal Panggayo; Muhammad Mashadi; Abdul Khohar
DEARSIP : Journal of Architecture and Civil Vol 5 No 02 (2025): Juli - November 2025
Publisher : Faculty of Engineering, Universitas Islam Darul Ulum Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52166/dearsip.v5i02.11124

Abstract

The development of coal port infrastructure requires a safe and efficient structural design to support the increase in production capacity, one of which is through the construction of a crushing plant equipped with a retaining wall. This study aims to analyze the structural strength and stability of soil retaining walls that function to withstand lateral soil pressure and dynamic loads due to dumping activities in the Run of Mine (ROM) hopper area. Structural modeling was carried out using SAP2000 software by considering dead load, live load, and active ground pressure. The analysis of the bearing capacity of the foundation was carried out using the Converse-Labare, Los Angeles Group Formula, and the Seiler-Keeney Formula, while the bending moment control was evaluated against the cracking moment capacity based on the specifications of the reinforced concrete pile. In addition, the analysis process refers to national and international planning standards, namely SNI 8460:2017 regarding geotechnical planning, SNI 2847:2019 regarding structural concrete requirements for buildings, and SNI 1727:2020 regarding minimum loads. Wall stability standards such as USACE EM 1110-2-2502 and AASHTO LRFD lateral load guidelines are also used as a reference in evaluating the stability of bolsters, shears, and bearing capacity of pile foundations. The results of the analysis show that the retaining wall structure model consists of three main parts, namely Section 1 and 2 with a length of 10 meters and Section 3 with a length of 18 meters. In the 10-meter retaining wall structure, the total weight of the structure is 365,665 tons with a combined carrying capacity of 405,046 tons of mini square pile and spun pile, which shows a safe condition against vertical loads. The moment control results showed that the maximum working moment on the mini pile (23.842 kN·m) and the D600 spun pile (101.3516 kN·m) was smaller than the permissible crack moment, so the structure was declared safe against bending cracking. In the 18-meter retaining wall model, similar results were obtained with a larger foundation carrying capacity than the total weight of the structure and the bending moment of work that is still below the material crack limit according to the design standards used.

Page 12 of 12 | Total Record : 115

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