Journal of Civil Engineering, Planning, and Design (JCEPD)
Civil Engineering: Construction Engineering, Construction Management, Transportation, Geotechnics, Hydraulic engineering, Disaster Management Environmental Engineering: water treatment, wastewater treatment, air pollutant control, air quality management, solid waste management, hazardous waste treatment and management, environmental monitoring, remediation, renewable energy, environmental management, and related topics Architecture: Architectural education, Urban Design, and Planning, Sustainable settlement, Green & Sustainable design and structure, history and theory of architecture, Landscape design. Design: Design history, visual culture, design methodology, design process, design discourse, design and culture, sociology design, design management, art, artifact design, product design, visual communication design, photography, interior design, craft, multimedia, creative industry, design policy, and other historical, critical, cultural, psychological, educational and conceptual research in visual art and design.
Articles
93 Documents
<![CDATA[Potential Reduction of Low-Density Polyethylene (LDPE) Plastic Waste as A Paving Block Mixed Material ]]>
<![CDATA[Aryasatiani, John Acrimus]]>;
<![CDATA[Alfiah, Taty]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): November ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3677
<![CDATA[Paving blocks are the result of a mixture of Portland cement, sand, water, and with or without other additives. Based on the results of sampling the composition of plastic waste in temporary shelters for 7 days, the percentage of plastic waste generated is 14%, whereas the percentage of LDPE plastic waste is 8% and the non-LDPE is 6%. This research was conducted with a ratio of cement and sand of 1: 4 with variations of a mixture of low-density polyethylene (LDPE) plastic at 0%, 0.5%, 1%, 1.5%, and 2% by weight of sand. Paving block quality testing was carried out at the Environmental Engineering and Quality Laboratory, Department of Environmental Engineering and Concrete Laboratory, Civil Engineering, Adhi Tama Institute of Technology Surabaya. The results of the study showed that the greatest compressive strength was obtained in paving blocks with a plastic variation of 0.5%, which is 24,83 MPa. While the lowest compressive strength value is obtained at the paving block variation of 1.5%, which is 12.32 Mpa. The test results for the largest water absorption were obtained on paving blocks with a plastic variation of 2% with an average absorption of 6.45%, while the lowest water absorption was found in paving blocks with 1% plastic variation with an average absorption of 4.65%. it was concluded that the addition of reduced density polyethylene (LDPE) plastic from 0.5% to 2% had no significant impact on the addition of compressive strength and water absorption but tended to experience a decrease in the quality of the comparison sample. The potential for reducing LDPE plastic waste is 203,376 grams/day and produces 8,135 paving blocks with quality B. The purpose of this study is to the utilization of low-density polyethylene (LDPE) plastic waste in paving blocks and the effect on the quality of compressive strength and water absorption.]]>
<![CDATA[Study of Inundation Management on Tertiary Drainage Channels in Keputih Tegal Surabaya City ]]>
<![CDATA[Nurhayati, Dyan Eka]]>;
<![CDATA[Caroline, Jenny]]>;
<![CDATA[Kusumaningrum, Dewi]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): May ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3053
<![CDATA[In the case of heavy rain, several places in Surabaya are still submerged. The Keputih Tegal region is one of them. The Jalan Keputih Tegal channel is a tertiary drainage channel that drains into a secondary drainage channel on Jalan Raya Keputih before emptying into the Wonokromo river. The flood on Jalan Keputih Tegal occurred at a depth of 20 cm. The drainage channel on Jalan Keputih Tegal is the subject of this study, and the data utilized are secondary data in the form of rainfall data collected from the Public Works Department of Highways Surabaya and the SDMP (Surabaya Drainage Master Plan) map obtained from BAPPEKO Surabaya. The dimensions of the channel are 1.5 x 1.5 m with a capacity of 0.9 m3/s based on the flood flow from the CA region and the drainage system of the Keputih Tegal channel, which is impacted by the height of the secondary channel MAB. The channel's proportions allow for both flood discharge and backwater discharge. With a flow velocity of 0.4 m/s, the channel slope is planned to be 0.04 percent. This condition exceeds the allowed speed criteria for concrete channels, which are 1.5 m/s.]]>
<![CDATA[Level Of Flood Disaster Vulnerability In Hudi Laran District, Dom Aleixo, Dili City, Timor-Leste ]]>
<![CDATA[Pereira, Alexandre]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): November ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.4667
<![CDATA[An area is said to be prone to flooding if the area has a high tendency or potential to experience floods. This can be seen from the topography of the area as well as infrastructure such as the provision of flood inundation disposal sites. Meanwhile, to determine the level of vulnerability to flooding can be determined based on the parameters that affect the occurrence of flooding. This study aims to determine the area's vulnerability to flooding in residential areas along the Aimutin road in Hudi Laran-Timor Leste. This research was conducted quantitatively using a survey method by distributing questionnaires to 37 research samples. The population in this study included the entire residential area along Jalan Aimutin in the Hudi Laran area, Biropite Village, Dom Aleixo District, Dili City, Timor-Leste and the subjects of the study were the community, using stratified random sampling techniques by Purposive and Accidental Sampling. The results of the study based on the calculation of the flood hazard level parameter score show the high category with inundation duration 48 hours, while the frequency of flood inundation in the area shows the medium category with a presentation of 75.8% or as many as 2-5 incidents in one year. Calculation of the area's vulnerability level to flooding shows that out of 37 research samples, 10 samples fall into the low vulnerability category, the remaining 18 research samples show moderate vulnerability and 9 other samples fall into the high vulnerability category.]]>
<![CDATA[Optimizing the Construction of the NUWSP SPAM Piping Network in Gresik Regency ]]>
<![CDATA[Latif, Abdul]]>;
<![CDATA[Kusuma, Maritha Nilam]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): May ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.3746
<![CDATA[Water is essential for all living things, including humans. Water, both in terms of quality and quantity, will have an effect on human life. The Indonesian government is preparing the National Urban Drinking Water Supply Plan (NUWSP) with assistance from the World Bank. A significant portion of the Bank's financial resources are allocated to technical assistance and capacity building in support of the Indonesian government's infrastructure expenditures in all urban water distribution platforms. The NUWSP Work was implemented during an 11-month period, from November 18, 2021 to August 22, 2022, with the NUWSP Work Location at Gresik Regency in East Java. During the data collection stages, both primary and secondary data were obtained. The drinking water supply system (SPAM) planning stage comprises calculating BOQ and RAB, as well as DED for drinking water, and planning for the drinking water JDU system. The contractor takes measurements and standards before installing a field-specific bow plank at the tying point. To avoid pipe damage, individual pipe fittings must be lowered into the trench using the right equipment. The volume of excavation is computed using a depth of 180 cm, a breadth of 60 cm, and a length of excavation of 31 km from six pieces of a pipeline. The Bill of Quantity (BOQ) and Budget Plan (RAB) necessary to complete the SPAM pipeline network work in Gresik Regency were IDR 27,823,590,000.00, based on the results and discussion of the Optimization of SPAM Network Work (NUWSP) in Gresik Regency.]]>
<![CDATA[The Use of Polymer Admixtures for Concrete Quality 45 Mpa Using the Combination of Bangkalan and Pandan Aggregate ]]>
<![CDATA[Pertiwi, Dewi]]>;
<![CDATA[MCA, Theresia]]>;
<![CDATA[Wahyu Setiawan, Ahmad]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): November ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3604
<![CDATA[Madura Island has natural resource potential, one of which is the result of mining excavations, including class C. Bangkalan Regency has aggregates that could be used in concrete mixtures, including fine aggregate (sand) and coarse aggregate (gravel). The compressive strength of concrete using Bangkalan aggregate, on the other hand, is just 20 MPa, or the regular concrete category. High-quality concrete is one of the most frequently utilized building materials nowadays. Admixture is required to build high-strength concrete, particularly in Bangkalan Regency. In this research, a polymer admixture was used.The goal of this study was to determine the proportion of polymer additives used in the concrete mixture when fine aggregate from Lumajang, coarse aggregate 10/20 from Bangkalan, and coarse aggregate 5/10 from Pandaan were used to achieve a concrete compressive strength of 45 MPa.Based on the findings of research on the usage of polymer-type additives in concrete mixtures using fine aggregate from Lumajang, 10/20 coarse aggregate from Bangkalan, and 5/10 coarse aggregate from Pandaan, a concrete compressive strength of 0.95% Fc '45 Mpa was obtained from cement weight. At the design concrete quality of Fc '45 Mpa, the average compressive strength of concrete aged 28 days is 45.54 Mpa.]]>
<![CDATA[Redesign of Anaerobic-Aerobic Biofilter for Domestic Wastewater Treatment Plant In Textile Industry ]]>
<![CDATA[Handriyono, Rachmanu Eko]]>;
<![CDATA[Rukmi, Amelia Kencana]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): May ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3049
<![CDATA[One of the textile industries in Pasuruan already has a Domestic Wastewater Treatment Plant (WWTP) with a capacity of 35 m3 /day. The treatment process combined physical, chemical, and biological processes using an anaerobic-aerobic biofilter. The domestic WWTP consists of a collection tank, equalization tank, anaerobic-aerobic biofilter tank, a filtration tank, and a chlorination tank. Existing conditions indicate that the domestic wastewater generated exceeds the capacity of the WWTP. Additional employees become one of the factors causing the increase in domestic wastewater discharge. Inadequate capacity has forced the company to bypass domestic waste into rivers. This biofilter was chosen because it could reduce high BOD values, have low operating costs, and operate efficiently. The anaerobic-aerobic biofilter reactor consists of a pre-settling tank, anaerobic tank, aerobic tank, and final settling tank. The evaluation results denoted that detention time in pre-settling, anaerobic, and settling units did not meet the design criteria. Thus, changing the design according to the design criteria. The redesign result of the anaerobic biofilter includes the pre-settling tank with a diameter of 2,5 m and a length of 3 m, an anaerobic tank with a diameter of 2,5 m and a length of 15 m, so that the total volume in the anaerobic reactor is 88.3 m3 . Then anaerobic bath with a diameter of 2,5 m and a length of 6 m and a final settling tank with a diameter of 2,5 m and a length of 1,5 m so that the total volume in the aerobic biofilter reactor is 36,7 m3 .]]>
<![CDATA[Application of Behavioral Architecture in The Land Arrangement of class IIA women Penitentiary Institution in Sidoarjo. ]]>
<![CDATA[Farania, Friza Izatul]]>;
<![CDATA[Poedjioetami, Esty]]>;
<![CDATA[Ramadhani, Suci]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): November ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.5104
<![CDATA[Abstract. Penitentiary Institution is a place to carry out coaching for the residents inside. According to the Law, the coaching process of women penitentiary residents must be inside the institution. The existence of a special prison for women can be a solution for empowering and fostering inmates, especially women so that they can be organized and systematic. Using the theme of behavioral architecture, which discusses human relations with the surrounding environment, of course, the psychology of penitentiary residents as human beings must be considered.Class IIA Women Penitentiary in Sidoarjo apply the theme of Behavioral Architecture and use the Security concept to provide a design appearance that gives a strong impression and is able to influence coaching activities both directly and indirectly. The design of the land arrangement uses the concept security applied in layered fences, layered doors, and guard posts.Keywords: Penitentiary, Women, Sidoarjo City, Behavioral Architecture, Humane.]]>
<![CDATA[The Influence of Non-Structural Mitigation Education on Understanding Community Preparedness for Flood Disaster in Sumberrejo District ]]>
<![CDATA[Indrawijaya, Andreinata]]>;
<![CDATA[Adoe, Axel Prasetya]]>;
<![CDATA[Sofyan, Moh Sofyan]]>;
<![CDATA[Utomo, Rizal Abdi]]>;
<![CDATA[Aulady, Mohamad Ferdaus Noor]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): May ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.4655
<![CDATA[Indonesia is a developing country that is prone to disasters, especially floods. Based on data from DIBI, recorded from 2013 to 2018, Bojonegoro Regency has experienced 299 disaster events out of 5 types of disasters with floods being the most frequent. One of the affected areas is the Sumberrejo District. Non-structural mitigation planning is an essential part of efforts to reduce disaster risk, therefore this research focuses on providing education on appropriate non-structural mitigation. The purpose of this study is to analyze the influence of non-structural mitigation education on understanding community preparedness for flood disasters in Sumberrejo district. The activity was carried out in the form of giving closed questionnaires and giving educational socialization using the oral explanation method and brochures, which contained education regarding introduction to a sustainable environment, and flood non-structural mitigation. Afterward, a final questionnaire was given with the results obtained: the knowledge of respondents regarding the importance of environmental sustainability and non-structural flood disaster mitigation efforts has increased, where as many as 39 respondents (86.7% of respondents) out of a total of 45 respondents experienced an increase in post-test scores due to the education carried out in this study and 71.1% of respondents were able to answer more than 70% of the post-test questions correctly. The improvement of the total value of the post-test average score (5.93) compared to the pre-test score (7.44) increased by 1.51, which showed that the respondents' understanding of non-structural mitigation for flood disasters increased through the holding of education that had been carried out by this study.]]>
<![CDATA[Implementation of government regulation on Disposable Plastic Reduction at Surabaya ]]>
<![CDATA[Hanik, Siti Umi]]>;
<![CDATA[Kusuma, Maritha Nilam]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): November ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3685
<![CDATA[Plastic has the advantage of being durable, cheap, and easy to get everywhere and we are increasingly dependent. And most of the plastics we use are single-use plastics, as a result, if they are not managed properly, they will become waste and have a negative impact on the environment. With the decomposition period which is too long, which is 100-500 years, this will be a problem if it is not managed properly, such as being burned which has a bad impact on health, or being disposed of carelessly in the end until it reaches the sea and will cause damage to the marine ecosystem. The issuance of Mayor Regulation No. 16 of 2022 which regulates the reduction of single-use plastic in the city of Surabaya is expected to maintain environmental sustainability and reduce the generation of waste entering the Final Processing Site. The purpose of this study is to know or analyze the extent of the implementation of Mayor Regulation No. 16 of 2022 regarding the reduction of single-use plastic in the city of Surabaya. The research method used is normative juridical, namely by analyzing problems based on applicable regulations and also the literature that discusses the problem. And the results of this study are that it can be stated that these regulations, namely regulations for reducing single-use plastics, can be obeyed and carried out well by several parties, namely from the community, business actors, modern shops, retail, restaurants, hotels, and supermarkets. And there needs to be socialization, and monitoring for the enforcement of this regulation so that it is carried out optimally.]]>
<![CDATA[Study comparison P-Delta Effect analysis depends on height variation of the building ]]>
<![CDATA[Istiono, Heri]]>;
<![CDATA[Susanti, Eka]]>;
<![CDATA[Propika, Jaka]]>;
<![CDATA[Ramadhan, Azhar Yusuf]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): May ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3055
<![CDATA[Indonesia is an area where three active plates meet, so many areas are prone to earthquakes. To anticipate this and minimize casualties due to earthquakes, earthquake-resistant buildings are needed. Earthquake resistant buildings are the most important thing that needs to be considered, a building structure must be designed to be able to withstand lateral loads such as earthquakes within the limits set by the code/standard. The result of the earthquake load will produce an additional effect on the multi-storey building, namely the P-Delta effect. In this study, the effect of these effects will be analyzed on non-rise buildings and high-rise buildings. Analysis of the P-Delta effect will be calculated on the modeling of three buildings for non-rise buildings (Building models A, B and C) and three highrise building models (Building models D, E and F) and get the results that the P-Delta Effect has an impact on changes structural performance level in Model E Building (56 meters) from Immediate Occupancy to Life Safety]]>
