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INDONESIA
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil
Published by Asosiasi Riset Ilmu Teknik Indonesia
ISSN : 30315069     EISSN : 30314089     DOI : 10.61132
Core Subject : Science, Engineering,
Chemical Engineering, Chemistry & Bioengineering Computer Science & IT Electrical & Electronics Engineering Engineering
research journal of the Engineering Science Clump. The fields of study in this journal include the sub-groups of Civil Engineering and Spatial Planning, Industrial Engineering, Electrical and Computer Engineering, Earth and Marine Engineering
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 17 Documents
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Search results for , issue "Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S" : 17 Documents clear
Identifikasi Kondisi Eksisting Fasilitas Prasarana Pendidikan di Lingkungan Universitas Cenderawasih Yordan Yance Raweyai; Monita Yessy Beatrick; Lasarus Ramandei; Elisabeth V Wambrauw; Juliani Wairata
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.495

Abstract

To ensure mutual implementation of learning, supporting facilities, such as facilities and infrastructure, are needed. The availability of infrastructure, in terms of type, quantity, and quality, depends on the needs of each study program and its scientific characteristics. This type of research is descriptive research, namely exploring as much data as possible from the object being studied. Research aims to describe descriptively, summarizing various conditions found in the field or research objects.
Penerapan Arsitektur Metafora pada Perancangan Youth Center di Kota Padang Nadya Yuliastri; Wahyuni Zahrah
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.497

Abstract

Youth center is a youth activity center in the form of a container or Aplace where teenagers can gather, socialize, and engage in arts, sports, education, and recreational activities. The lack of such facilities results in the low development of adolescents in the aspects of sports and arts. This can be the cause of juvenile delinquency due to the lack of control over youth leisure activities. Designing a youth center is needed to reduce the problem of juvenile delinquency, as well as to help develop the potential of teenagers in Padang city. This research aims to explore the design aspects and themes of the youth center building. This research uses a qualitative method by conducting a literature review and observation. The literature review was conducted to find out the types and typologies of youth center buildings as well as considerations related to youth center design requirements and standards. This design applies the architectural theme of wave metaphor to space, form, facade, color, and material, which illustrates the complexity of emotions and the journey of adolescent growth through the use of curved elements with various height variations.
Improving the Performance of Soil Using Sustainable Geopolymer Alaa Salim; Alaa H. J. Al-Rkaby
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.498

Abstract

Soil stabilization is a common technique to improve the mechanical properties of the soil in term of increasing its strength and decreasing the associated settlement. The new sustainable materials have been emerged as alternative to the traditional binders such as the cement and the lime. These materials can be used in the shallow and deep soil mixing. This paper reviewed the mechanism of the soil stabilization, the traditional binder and the sever impacts on the environment, the new echo-friendly materials, deep soil mixing technique, and the geopolemerization. The results showed significant enhancement of the shear strength of the geopolymerized silt where the strength was increased by more than 6 times. This enhancement may be attributed to the developed geopolymer-jel NASH that filled the voids, surrounded and cemented the soil particles. Consequently, this matrix considered as a novel precursor for using in the soil injecting and grouting technique. 
Studi Analisis Dampak Lalu Lintas Pembangunan Jembatan Kembar Kota Parepare Ashar Bakri; Muh. Nashir. T; Adnan Adnan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.502

Abstract

The construction of the Parepare City Twin Bridges resulted in increasing vehicle volumes and the occurrence of traffic jams which resulted in obstruction of traffic flow or congestion. The aim of this research is to determine the existing conditions, performance of intersections and road sections and their handling. The type of research used is quantitative, with the data collection method carried out (survey) and the data analysis used is MKJI 1997. The results of this research show that the existing condition of the intersection and road sections in segment 1 is at level of service (LoS) B, segment 2 v/c ratio is at level of service (LoS) A, and segment 3 v/c ratio value is at level of service (LoS) A. The performance of intersections and roads in Segment 1, namely Jl. The peak hour for the Makassar-Parepare axis is 16.00-17.00 (afternoon) Monday, the traffic flow value (Qtot) is 1812.5 pcu/hour, the saturation degree (DS) value is 0.21. Segment 2 is Jl. Gen. M. Yusuf and Jl. Arung Mampi peak hours are 16.00-17.00 (afternoon) on Mondays. The traffic flow value (Qtot) is 262.7 pcu/hour, the degree of saturation (DS) value is 0.05. The handling is installing traffic signs; installation of warning lights or traffic lights.
Implementasi Rencana Tata Ruang Wilayah Kota Jayapura terhadap Peruntukan Lahan di Holtekamp Distrik Muara Tami Jhon Ronaldo Naa; Marsal Arung Lamba; Lazarus Ramandei; Tommi Tommi
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.505

Abstract

Law of the Republic of Indonesia Number 26 of 2007 concerning Spatial Planning indicates that the preparation of spatial planning plans must cover land space, sea space and air space, including space inside the earth, arranged in stages and ultimately the spatial planning plan is determined with their respective regional regulations. The method used in the research is the survey method. The type of research used is quantitative and descriptive qualitative research. Meanwhile, the quantitative approach results from the public's perception that the results of existing research show a variety of public attitudes and views towards government policies, ranging from full support to dissatisfaction. Based on the spatial plan on the Jayapura City Cultivation Area Plan Map for 2023-2033, there are 7 (seven) namely Convertible Forest Land, Protected Area, Livestock Land Area, Fishery Area, Limited Production Forest Area and Food Crop Area, from the results of a survey conducted by author at the research location there have been changes in the Convertible Forest land area as a result of development activities and the reduction in land area in the Cultivation Area which initially had an area of ​​523,847 Ha, has been reduced to 523,790 or 0.01%, where housing has a larger area, namely 13,665 Ha. And land changes have also occurred in the Limited Production Forest Area, which initially had an area of ​​430,048 Ha, has undergone changes and been reduced to 121,027 Ha or 14%, this is because there is agricultural land with an area of ​​19,409 Ha in the Limited Production Forest Land area experiencing changes. which is quite big.
Variasi Temperatur Pencampuran terhadap Parameter Marshall pada Campuran Lapis Aspal AC-BC M Aldi Muhtaibillah A; Jasman Jasman; Hamsyah Hamsyah; Adnan Adnan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.509

Abstract

Mixing temperature has an important role in the performance of the asphalt mixture that has been made. If the mixing temperature is too low and causes the viscosity value to be high, it will make it difficult to carry out asphalt mixing and was studied in the laboratory for two months which aims to determine the effect of mixing temperature variations on the value of marshall parameters and determine the effect of temperature variations on the performance of AC-WC asphalt pavement mixing. Characteristics of Temperature Variations in AC-BC asphalt mixtures for temperature variations of 140, 150 and 160, from the results of testing vim at a temperature of 160 with a value of 6.63 does not meet specifications, at a VFB value at a temperature of 160 does not meet specifications with a VFB value of 64.25, for the value of stablity, VMA, flow, MQ all meet specifications. so it can be concluded that the greater the temperature can make the asphalt mixture ineffective or the quality of the AC-BC asphalt decreases. The effect of temperature variation on AC-BC asphalt mixture is not optimal because the greater the temperature parameter can reduce the quality of AC-BC. The results of the proof of the marshal test of several temperature variations that do not meet the specifications make some marsall tests not pass specifications and density results that are not solid.
Kajian Kuat Lekat Pada Beton Variasi Limbah Granit Sebagai Substitusi Parsial Agregat Kasar Fahmi Firman Maulana
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.516

Abstract

Infrastructure development contributes to increasing the competitiveness of domestic products, employment energy absorption, and regional growth. Therefore, a strong, rigid and stable construction is needed. The use of materials for construction needs to be considered, especially commonly used materials such as concrete. This research aims to analyze the effect of variations in granite content as a partial substitution for coarse aggregate on the bond strength of BRA (Concrete Recycled Aggregate) concrete. Experimental methods were used in this research. The concrete mix design uses a variety of granite waste with a content of 0%; 15%; 30%; and 45%. The test object used was a concrete cube with a side length of 20 cm. The bond strength of the concrete is tested using a Universal Testing Machine (UTM) and a dial gauge. Based on research, the maximum bond strength value is obtained at a granite content of 30%. The addition of granite waste causes an increase in the bond strength value. The bond strength value of concrete when slip occurs is 0.25 mm at 0% granite content; 15%; 30%; and 45% each valued at 14.61 MPa; 15.44 MPa; 18.62 MPa; and 17.15 MPa. Concrete bond strength value at maximum load at 0% granite content; 15%; 30%; and 45% each valued at 22.42 MPa; 22.59 MPa; 24.01 MPa; and 23.12 MPa.
Faktor Utama Keberhasilan Proyek Bangunan Elektronik di Kab. Enrekang Ahmad Mahatir H
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.525

Abstract

This study aims to identify the success factors of building projects. The method used was data collection through questionnaires filled out by 30 respondents, including project owners, survey consultants, contractors, supervisors, and foremen. The results of validity and reliability tests showed that the variables of cost (X1), time (X2), quality (X3), and safety (K3L) were valid as they had an r-value greater than the r-table value of 0.361. The data analysis results indicated that the dominant factors influencing the success of building projects in the hypothesis testing were the t-values: Cost (X1) at 3.514, Time (X2) at 3.64, Quality (X3) at 4.66, and Safety (K3L) at 3.342. It can be concluded that the variables of Cost and Safety (K3L) are more significant or dominant compared to Quality and Time.
Analisis Faktor Keberhasilan Proyek Modernisasi Dan Rehabilitasi D.I Saddang Sub Unit Langnga (SIMURP) Kabupaten Pinrang Iswandi L; Rahmawati Rahmawati; Andi Bustan Didi; Adnan Adnan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.531

Abstract

This study aims to determine the influence of cost factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district, determine the influence of time factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district. determine the influence of quality factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district, determine the influence of health, safety and environmental factors in determining the success of the modernisation and rehabilitation project in saddang sub unit langnga pinrang district. This research was conducted using quantitative analysis, namely through distributing questionnaires and interviews to the owner, the contractor and the consultant, Data analysis carried out on the questionnaire collected using skinative statistics, namely the percentage to determine the main factors of the success of a project using the Statistical Package for The Social Sciens program.
Analisis Dampak Kerusakan Jalan dengan Menggunakan Metode PCI Jalan Poros Jendral Ahmad Yani Kota Parepare Faidlul Haqriyadi; Adnan Adnan; Hamka Hamka
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 4 (2024): Oktober: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i4.539

Abstract

Pavement conditions affect the comfort, security and safety of road users. However, pavement conditions are increasingly decreasing due to road damage factors that can be divided into two parts, namely structural damage which includes pavement failure or damage to one or more pavement components that result in the pavement no longer being able to bear traffic loads, and functional damage which includes safety and comfort. This study aims to analyze the level of road damage using the PCI method. The results of the study showed that the average value of damage to the main road section of General Ahmad Yani Km 7, Parepare City was 38, which indicated that the quality of the road pavement was in fair condition with a level of road damage to Alligator cracking of 11%, longitudinal cracking of 7%, potholes of 10%, patching and utility cut patching of 60%, weathring/raveling of 2%, depression of 3%, curvature of 6%, swell of 05%, and shoving of 1%.

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