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[Baking Soda as A Fixation of Remasol is an Effective Method for Colouring Batik to Be Combined eith Other Types of Colours ]]>
<![CDATA[Karsam Karsam]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3052
<![CDATA[Batik dyes are made from natural dyes and chemical dyes (rapid, indigosol, naptol, and remasol). Each batik dye requires a fixation material according to the type of colour used. Remasol colour (vinyl sulfone) is one type of reactive colour whose use is the most suitable to smear. Fixation of Remasol colour is using waterglass/sodium (Na2SiO3). Waterglass has a liquid nature, although it hardens easily after being exposed to the sun, it melts quickly when it contacts with water. Therefore, Remasol with waterglass fixation is not suitable when it is used with other colour combinations. For instance, it is combined with naptol. To produce a suitable combination, it is necessary to use baking soda [sodium bicarbonate (NaHCO3)] as a fixation of remasol. In this study, it is explained about the method of baking soda as a fixation of remasol as a baik dye combined with other types of colours. The result of this research is that baking soda as a fixation of remasol requires a ratio 1 : 1 (1 gram of baking soda : 1 gram of remasol). To produce a colour that matches the quidelines, after being applied, 72 hours of drying is required, after that it is blocked (covered with hot wax). This method can be used to colour batik with the dip dye technique which can be combined with naptol, rapid, and indigosol colours. The result of this study is expected to increase the number of colour variations in one sheet of cloth. For example, one sheet of cloth can use naptol, rapid, and indigosol. Because naptol, rapid, and indigosol have different colours, for example, naptol, rapid, and indigosol do not have turquoise blue. Turquoise only exists in remasol, and vise versa. The shortcoming in this research is that the experimental method carried out is still simple and has not used detailed laboratory test.]]>
<![CDATA[Identify The Factors Causing Cost Overrun in Waringin Group Office Projects ]]>
<![CDATA[Firman Febriansyah]]>;
<![CDATA[Jenny Caroline]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): Journal of Civil Engineering, Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.4747
<![CDATA[Infrastructure development in this globalization era has increased rapidly in line with the need for residential space, businesses, and buildings. Building construction projects have limitations, including cost limits or cost overruns. The conditions of proper use that are less efficient due to the development plan’s location can lead to several risks during construction work. This study aims to identify and analyze the factors influencing cost overruns and determine the most dominant causal factor in cost overruns. By giving questionnaires to 40 respondents, the data were collected and then treated for validity, reliability, normality, and statistical tests through SPSS software. The analysis of the data tested indicated that all variables were declared valid because the results of the correlation between the respondents' answers to each question item obtained a significant value, namely rcount rtable. The reliability test showed that the Cronbach alpha value of all variables was above 0.600. In conclusion, it was very reliable and could be trusted to be used as a variable measuring tool. The most dominant factors causing cost overruns in the Office Waringin Group project consisted of new work items at a mean of 4.33.]]>
<![CDATA[Evaluation of Bozem and Drainage Channels of Jade Hamlet Residential in Gresik ]]>
<![CDATA[Jenny Caroline]]>;
<![CDATA[Arintha Indah Dwi Syafiarti]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3760
<![CDATA[Drainage refers to a vital component for water disposal so that a region or area can hinder potential puddle due to excessive water on the land surface. Therefore, a good plan adjusting the land condition of residential area belongs to a fundamental matter. Jade Hamlet Residence is located on Hulaan highway, Hulaan Urban Village, Menganti District, Gresik Regency, covering an area ±20 hectares and consisting of housing area, park, public facility, and catchment area. The drainage channel at this residence serves as the drainage for rain water and household dirty water disposal. During the rainy season in 2018 and 2019, the channel and bozem or drainage basin of this residence encountered overflowing and eventually caused puddle. To overcome this problem, the capacities of bozem and channel are in need of analysis and evaluation so as to figure out the runoff volume that can be accommodated in the bozem and investigate the discharge planned in the drainage channel by employing Log Person III method, chi-square distribution fit test, Kolmogorov-Smirnov test, rational formula, and exponential method. The results of analysis and evaluation demonstrated that the bozem capacity could not afford the runoff discharge (298.35 m3 309.55 m3), thereby demanding additional length and depth against the existing bozem. Meanwhile, the calculation of flood discharge planned for the drainage channels of S4.Ry3, S6.Ry1, S6.D1, S6.I2, S6.Cs1, S6.Rc1, S6.Rc2 indicate that they need redesigning by altering the channel dimension as the discharge capacity exceeds the channel.]]>
<![CDATA[ISLAMIC ARCHITECTURE APPROACH IN MUSLIMAH SPORTS CENTRE’S LAYOUT ]]>
<![CDATA[Fahira Fahira]]>;
<![CDATA[Dian Pramita Eka Laksmiyanti]]>;
<![CDATA[Firdha Ayu Atika]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i2.3367
<![CDATA[Muslimah or women who believe in Islam have various kinds of etiquette restrictions when leaving the house. One of them is etiquette in doing sports. Sports that require active movement, have made it difficult for Muslimah to find public facilities that can accommodate sports without violating Islamic law. According to data, Tambaksari District is a geographically strategic place with the largest Muslim population in Surabaya. This potential supports the existence of the Muslimah Sports Centre in Tambaksari. So that Muslim women will get a sports place that is strategic, comfortable, and safe without male intervention. With mixed research between quantitative and qualitative method, this quantitative research assumes an objective reality and a view of the researcher as independent of the subject of inquiry, while qualitative research involved the study of the use and collection of various empirical materials, which eventually presented the perspective of Muslimah’s experiences. The Muslimah Sports Centre has a big goal of creating a better cultural system for religious behavior by understanding things that have been explained in the Al-Quran and As-Sunnah. Thus, the building will serve not only as a means of sports activities but also as a place for providing Islamic values to the users of the building. For this reason, the design of the Muslimah Sports Centre applies an Islamic architectural approach. Because the aim of this study is to provide an understanding that architecture not only serves as a basic reference for developing buildings and their architectural elements, but it can also provide an understanding and learning about how to behave in accordance with the Qur'an and Sunnah inside the building so that we will not violate Islamic law.]]>
<![CDATA[Influence of the degree of compaction and plastic properties of expansively stabilized clay soil with a gypsum mix on the shear strength ]]>
<![CDATA[Gati Sri Utami]]>;
<![CDATA[Dewi Kusumaningrum]]>;
<![CDATA[Salman Attamimi]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2022.v1i1.3048
<![CDATA[The expansive soils have strong shrinkage capabilities, which negatively damage soil stability. Adding chemicals and gypsum materials is one approach to improving soil qualities. To measure soil parameters before and after mixing with gypsum material, soil analysis requires sieve analysis, Atterberg limits, standard proctors, and direct shear. The tests were carried out on 3 samples of gypsum mix, i.e. (5%, 10%, 15%) and aging of each soil for 10 days, 15 days, 20 days, 25 days. Initial soil characteristics: γd = 1340 g / cm3, shear strength Ø = 76.4 ° dan C = 0.071 kg / cm2, yield point = 69.07% and plasticity index = 45.02%. After adding 15% gypsum with a safe time of 25 days, γd = 1418 g / cm3, high shear Ø = 84.9 ° dan C = 0.441 kg / cm2, yield point = 47.94% and yield index = 11.94%. The stabilized density of the expanding soil influences the shear strength, the 5.6 ° increase in density takes advantage of the strong shear increase of Ø = 11.11% and C = 521.2%.]]>
<![CDATA[Exterior Facades with a Neo Vernacular Architecture Approach to the Seni Bela Diri Pencak Silat Competition and Training Building in Madiun Regency ]]>
<![CDATA[Dian Ayu Kusumawati]]>;
<![CDATA[Failasuf Herman Hendra]]>;
<![CDATA[Firdha Ayu Atika]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): Journal of Civil Engineering, Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i2.5004
<![CDATA[Madiun Regency is an area of martial arts preservation of Pencak silat. Thus, Madiun Regency has several pencak silat hermitages as a forum for learning pencak silat martial arts but currently does not have a representative pencak silat facility as a joint competition and training event. Therefore, designing a Pencak Silat Martial Arts Competition and Training Building with a Neo Vernacular Architecture theme approach derived from local culture is necessary. This is in connection with the aim of the Madiun Regency government to have a plan to provide a Joint Silat College Building to unite martial arts colleges and improve the economy in Madiun Regency. The design research method uses qualitative methods in case studies and descriptive, data collection techniques in the form of observation, literature studies, case studies, documentation, questionnaires, and interviews. The Neo Vernacular Architecture Theme approach applied to the shape aspect is expected to be able to combine local culture with the current architectural style. The design of the Pencak Silat Martial Arts Competition and Training Building with the Neo Vernacular architectural theme uses the macro concept of cultural stylization and the micro concept of cultural representation which is expected to represent the formation of the Joglo House and the characteristics of the Pencak silat building. the facade design represents pencak silat techniques/attitudes which apply the form of Sembong cloth attributes as an ornament and uses the colors yellow, green, and brown.]]>
<![CDATA[Introduction to Flood Disaster Mitigation for Early Childhood through Digital Media Learning Videos in 2023 ]]>
<![CDATA[Dimas Taufiq Arif]]>;
<![CDATA[Rizky Bachtiar]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): Journal of Civil Engineering Planning and Design ]]>
Publisher : <![CDATA[Faculty of Civil Engeneering and Planning - ITATS ]]>
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DOI: 10.31284/j.jcepd.2023.v2i1.4643
<![CDATA[Flooding is a natural hazard that occurs frequently in many locations in Indonesia. Flood catastrophe mitigation must be completed as a preventative measure before the disaster occurs. Flood disaster knowledge is an important learning activity for youngsters. Children can learn about flood catastrophe mitigation activities by using digital video as a learning medium. The lack of flood mitigation learning for children aged 5–6 years, as well as the children's lack of understanding of catastrophe mitigation, motivated this study. This study's data was gathered through interviews and questionnaires. The subjects of this study were five Kindergarten B students from Surabaya. The participants in this study were five Kindergarten B students from Surabaya. The study's findings indicate that digital media in the form of video can be used as a learning tool to teach early childhood flood catastrophe management. By watching digital educational video media, children are becoming more familiar with flood disasters and associated risk factors. The construction of a flood disaster management program in the form of digital instructional video media has been shown to boost early childhood knowledge and attitudes toward disaster response.]]>
<![CDATA[Potential Reduction of Low-Density Polyethylene (LDPE) Plastic Waste as A Paving Block Mixed Material ]]>
<![CDATA[John Acrimus Aryasatiani]]>;
<![CDATA[Taty Alfiah]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 2 (2022): Journal of Civil Engineering Planning and Design ]]>
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[Dyan Eka Nurhayati]]>;
<![CDATA[Jenny Caroline]]>;
<![CDATA[Dewi Kusumaningrum]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 1, No 1 (2022): Journal of Civil Engineering Planning and Design ]]>
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[Alexandre Pereira]]>
<![CDATA[ Journal of Civil Engineering, Planning and Design Vol 2, No 2 (2023): Journal of Civil Engineering, Planning and Design ]]>
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.]]>
