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Indonesian Journal of Construction Engineering and Sustainable Development

sipil
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Published by Universitas Trisakti

ISSN : - EISSN : 26214146 DOI : https://doi.org/10.25105/cesd

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Indonesian Journal of Construction Engineering and Sustainable Development (CESD) has been published since 2018 by the Department of Civil Engineering, Faculty of Architecture and Planning, Universitas Trisakti in association with the Construction services development Board of Jakarta (LPJK). This journal was previously known as “Jurnal Teknik Sipil” Since 2011. CESD is published regularly twice a year (June and December) and is currently indexed in Google Scholar. CESD is an open access peer reviewed journal, publishing theoretical papers, practise-oriented papers including case studies, state-of-the-art reviews by individuals, researchers and academia, experts in the field of Civil Engineering. Articles can be submitted in Bahasa or English. Associate Editors or Reviewers are also welcome. Our goal is to provide a scientific and technical background of the most recent achievements in civil engineering, Especially structural engineering, transportation structures, water and geotechnical engineering and sustainability in construction management

Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi

Articles 106 Documents

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PENGAMBILAN KEPUTUSAN DALAM PENYEDIAAN HUNIAN LAYAK HUNI BAGI MASYARAKAT BERPENGHASILAN RENDAH DI JAKARTA SELATAN Purnomo , Arya Wirawan; Raflis, Raflis; Prasetyo, Ryan Faza
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13933

Abstract The problem that comes from year to year in Jakarta is the high demand for housing, especially for Low-Income Communities. The DKI Jakarta Government has implemented a program that is expected to be able to answer these problems by carrying out a lot of simple flats for rent or simple flats for sale construction and providing subsidies to LowIncome Communities. There are 6 Criteria and 31 Sub-Criteria that underlie the selection of a residence. Analysis of the importance level of criteria segmented according to Low-Income Communities in South Jakarta, obtained by distributing questionnaires to 100 respondents, where the 3 criteria with the highest order are safe residence, flood-free living area, availability of clean water for daily needs. The data on the importance of criteria based on Low-Income Communities are then analyzed using the Analytical Hierarchy Process by asking 5 experts for the views of what is the best alternative for providing livable housing for Low-Income Communities in South Jakarta. The selection of the location for the construction is based on 5 experts, according to expert judgment Jl. Joe belongs to a relatively quiet area that meets the criteria for a safe place to live, in the Jl. Joe also has a water channel for flood prevention in accordance with the criteria for a flood-free area, while for the availability of clean water for daily needs, the three areas in the proposed alternative have relatively the same availability of clean water.

EVALUASI SISTEM DRAINASE TERHADAP PENANGGULANGAN BANJIR DI PERUMAHAN JATIBENING PERMAI KOTA BEKASI Suprapti; Hidayat, Acep; Muhammad Isradi; Hendy Yusman Firdaus; Muhammad Ikhsan Setiawan
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13934

Residential area of Jatibening Housing located in Jln. Caman Raya No. 2,Jatibening Village, Pondok Gede Subdistrict, Bekasi City. The condition of drainage in the Jatibening Permai Housing is currently not as good as a whole. This is evidenced by the flooding that still occurs when the rainy season arrives. So that the evaluation and re-planning of the drainage channel must be done by analyzing the calculation of Cross Section data and rainfall data so that the drainage channel dimensions are obtained. This is so that Jatibening Permai Housing is no longer a flood-affected area due to high rainfall. The results of the study show that the reuse period used in channel planning drainage at Jatibening Permai Housing is a 2-year return period with the Type III Log Pearson Method. The planned flood discharge was analyzed by the rational method based on rainfall intensity from the maximum daily rainfall data in the 10 year period of 212.05 mm / hour. The maximum flood discharge of the Jatibening Permai residential area is 1,650 m ^ 3 / second. While planning an infiltration pond in the form of a rectangle measuring 75 m x 55 m with a depth of 5 m can accommodate a volume of rainwater of 20,625 m3.

PENGARUH PENERAPAN PROTOKOL PENCEGAHAN COVID-19 PADA PELAKSANAAN KONSTRUKSI PROYEK STRATEGIS NASIONAL Nugraha, Nugraha; Yuwono, Bambang Endro
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13935

The Covid-19 pandemic has had a significant impact on various sectors, one of which is the construction sector. Implementation elements in this sector include materials, labor, delivery or transportation processes, time and mobility that are directly related to the Covid-19 outbreak, so that it can create uncertainty, while infrastructure development is the government's focus. In an effort to overcome the impact of the pandemic in the construction sector. This study aims to learn the implementation of the Covid-19 prevention protocol in the implementation of the National Strategic Project in Margatiga Dam Project work and to determine the significance of the effect of the implementation of the Covid-19 protocol on project management in the aspects of cost, quality, time, health and safety construction. Analysis of the problem was carried out by collecting data and conducting a questionnaire related to the implementation of the Covid-19 prevention protocol at the Margatiga Dam. The data that has been collected is then analyzed or data validation is carried out using the validity test and reliability test methods. The results showed that the Covid-19 Prevention Protocol Implementation has no effect on the Work Execution Time, and the Implementation of the Covid-19 Prevention Protocol has no effect on the Cost of Work Implementation. In addition, the Implementation of the Covid-19 Prevention Protocol has an effect on Safety and Health

ANALISIS KUAT TEKAN DAN KUAT TARIK BELAH PADA BETON DENGAN PENAMBAHAN SERAT SERABUT KELAPA DAN BATU APUNG Okvianti, Ade; Febrianty, Liastary Pradina
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13936

ABSTRACT The use of added materials from natural as a mixture of concrete is growing and varied. In this study, researchers used coconut fiber and pumice stone (pumice) as a concrete mixture to reduce the weight of the concrete so that it became lighter. This test aims to determine the effect of adding pumice stone as a partial substitution with the addition of coconut fiber on the mechanical characteristics of concrete that is the compressive strength and the split tensile strength of concrete. Pumice, which is as much as 20%, is used as a partial replacement of the weight of coarse aggregate with the addition of coconut fibers which are used at 0%, 0.5%, 1%, 1.5% and 2% of the weight of cement as a mixture in concrete. The test was carried out on cylindrical specimens measuring 100 x 200 mm which included compressive strength and splitting strength at 28 days. From the test results, it was found that the compressive strength decreased from 20.97 MPa for normal concrete without the addition of pumice and fiber to 15.45 MPa for concrete with partial substitution of pumice, while with the addition of the percentage of coconut fibers, the compressive strength obtained was 16.55 MPa, 17.88 MPa, 13.90 MPa and 14.57 MPa. In this study, the split tensile strength was also tested and it was found that the split tensile strength increased successively with the optimum tensile strength in concrete with the addition of 2% coconut fiber, namely 1.78 Mpa. Keywords : Pumice, Concrete, Partial Substitute, Coconut Fiber

PEMODELAN PARAMETER α HIDROGRAF SATUAN SINTETIK NAKAYASU DAS JANEBERANG Hidayat, Acep
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13937

With the limited availability of hydrograph data, it becomes an obstacle for water building planning. This obstacle makes HSS models provide considerable benefits for water building planning. Ideally, each watershed (DAS) has a Unit Hydrograph with its own characteristics. This research was conducted with the aim of observing the hydrograph characteristics of observations in each watershed and all watersheds in the province of South Sulawesi. This study was conducted to model the Alpha equation with the influence parameters of watershed area (A), river length (L), riverbed slope (S), Form factor (FD) and time concentration (tg). With the Watershed Form Factor it has an influence on the Alpha value so it is very helpful in planning water structures. The modeling analysis used is nonlinear regression because it has different data variants based on the homogeneity test carried out. It is hoped that the resulting Alpha value can match the real conditions in the environment so that it will have an impact on a more efficient design.

PENGARUH INJECTION SEMEN PADA DAYA DUKUNG TANAH LEMPUNG LUNAK Zaki, M
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 5 No 1 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i1.13938

In countries that are dominated by islands, there tends to be a lot of soft soil (fat clay) and alluvial, this is one of the problems that often occurs and is not profitable for the small bearing capacity and settlement that occurs. The grouting method or Soil Injection Cement is a method of soil improvement by injecting the cement base material into the soil with the aim of increasing the stability of the existing soil and rock. Cement is widely used in geotechnical engineering and geo-environment applications, namely in the stabilization of soft soils or soft clays where their performance is affected by exposure to chemicals that exist as mixtures such as zeolites. Zeolite is hydrated aluminum silicate with sodium cation as a means to increase the durability of cement-based materials, especially for sulfate applications. Research carried out in verifying the potential for improvement or stabilization of soft soils, soft clays and expansive soils can make a good contribution to technological development. This research was only conducted on the analysis of the bearing capacity of clay and its behavior towards the use of cement mixed with bentonite and cement grouting with zeolite. The effect of this use is very clear on the characteristics of the soil and the material using the unconfined test (UCT). The results of this study indicate a fairly good difference in observing the behavior between cement-zeolite and cement-bentonite, which is a significant addition to the compressive strength value by using cement mixed with zeolite.

PERCENTAGE ANALYSIS OF BOQ FORMING COMPONENTS FOR THE RELOCATION HOUSE IN KETAPANG VILLAGE Irfanto, Ryobi; Manulye, Ian Hendrata; Lidyawati, Rut
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18766

The Cost Budget Plan (CBP) is the main aspect of project implementation in calculating the estimated overall costs required to establish a construction project. This research aims to determine the percentage value of the work components that form the Cost Budget Plan (CBP) and determine the implementation budget or actual costs incurred for each job. The research was carried out in urban slum areas, one of the locations reviewed was Ketapang Village, which is located in Mauk District, Tangerang Regency, Banten Province. Ketapang Village. Data collection in this research used calculations of working drawing volumes based on unit prices from Banten Gubernatorial Regulation No. 39 of 2021 and implementation volumes using unit prices based on surveys by the Community Self-Reliance Agency. In processing the CBP data, the overall CBP recapitulation calculation results were IDR 81,001,345. The largest cost of components forming the CBP occurred in architectural work amounting to IDR 36,213,105 with a percentage value of 44.71%. The wage component which has a percentage of 14.81% shows that the material component that makes up a simple house is 85.19%.

DEVELOPMENT OF DIGITAL TECHNOLOGY TOWARDS CONSTRUCTION SAFETY COMPLIANCE IN INDONESIA Fatmasari Faisal, Ulfa; Fansuri, Ilham
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18811

It is known that currently digital development is very rapid and has great benefits in helping to make construction work easier and more efficient. With the benefits it has, the construction industry is also not immune from developments in digital technology, such as fulfilling construction safety. Based on Minister of PUPR Regulation No.10/2021, in implementing SMKK it must meet Security, Safety, Health and Sustainability Standards. Fulfillment of these standards ensures construction engineering safety, occupational health and safety, public safety and environmental safety. This study will discuss technological developments towards fulfilling Construction Safety by referring to the substance of the SMKK and K4 Standards that have been established. Based on this, data collection was carried out based on construction projects in Indonesia through scientific journals, proceeding papers, books, and/or related official websites. The data is then processed using descriptive analysis to obtain patterns or descriptions of technological developments related to construction safety in Indonesia. It was concluded that the development of digital technology related to construction safety has been developed and implemented in Indonesia. However, there are still other aspects of construction safety that could be opportunities for further research. There is also limited information regarding the fulfillment of construction safety that can be accessed in general, so further research is needed to find out more comprehensive developments in construction safety technology

APPLICATION OF ARIMA METHOD FOR RAINFALL FORECASTING IN ASAHAN REGION Misshuari, Imas Wihdah; Kurniyaningrum, Endah; Saily, Randhi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18815

Rainfall forecasting plays a crucial role in disaster risk management and water resources management in urban areas such as Asahan, North Sumatera. This research explores the application of ARIMA (AutoRegressive Integrated Moving Average) model as a forecasting method to predict rainfall in Asahan, North Sumatera. Historical rainfall data from relevant meteorological stations were collected and used as the basis for developing the forecasting model. The ARIMA method involves identification, estimation, and diagnostic steps. A series of statistical analyses were conducted to determine the degree of autoregression (p), the time series that need to be integrated (d), and the degree of moving average displacement (q). The resulting ARIMA model was then tested on test data to evaluate forecasting accuracy. At this station, the accuracy is 50%, which means that rainfall forecasting at this station when using ARIMA(1,1,1) is quite accurate.

ASESMEN STRUKTUR GEDUNG BAJA EKSISTING BERDASARKAN ASCE 41-17 Sutjipto, Suradjin; Sumeru, Indrawati; Supardjo, William; Sucipto, Sherrica Augustin
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18892

Currently, every building is required to have a Certificate of Occupancy [Sertifikat Laik Fungsi (SLF) in Indonesian). Existing buildings are obligated to undergo a structural evaluation as a prerequisite to obtaining the SLF. Conducting a structural assessment for relatively old buildings, with limited available documents and without non-destructive test (NDT) due to budget constraints, poses a significant challenge. This paper will present an example of the evaluation results of an existing 3-story structural steel building in Jakarta. An analytical model of the structural system, approximating the actual condition of the existing building, was created based solely on visual observations, field measurements, and very limited information. Evaluations were then conducted using 3 procedures: ASCE 41-17 Tier 1, Tier 2, and proportional seismic forces, to obtain an overview of the building structure's strength and information on which location would experience the first structural failure in the event of a severe earthquake. The evaluation results indicate that the ductility requirements of seismic force-resisting system members and the strength of beam-column joint connections cannot meet the expected acceptance criteria. Using the results of this evaluation, decisions can be made for the next steps, such as strengthening the structure, limiting use, or demolishing the existing building.

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Editorial Address Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

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Contact Name
Lisa Oksri Nelfia

Contact Email
lisa@trisakti.ac.id

Phone
+6221-5663232

Journal Mail Official
cesd@trisakti.ac.id

Editorial Address
Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

Location
Kota adm. jakarta barat,

Dki jakarta

INDONESIA