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Jurnal Teknik Sipil
Published by Universitas Syiah Kuala
ISSN : 20889321     EISSN : 25025295     DOI : http://dx.doi.org/10.24815/jts.v12i2.30788
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Teknik Sipil (Journal of Civil Engineering) Universitas Syiah Kuala is a scientific journal, published by Civil Engineering Department, Faculty of Engineering, Universitas Syiah Kuala. It is aimed at disseminating research results related to civil engineering fields, where readers of the journal are expected from civil engineering researchers/scientists, students in related fields, engineers, and practitioners in this field. Jurnal Teknik Sipil (Journal of Civil Engineering) Universitas Syiah Kuala publishes the scientific articles in area of civil engineering, as follows. Structural Engineering, Water Resources Engineering, Transportation Engineering, Geotechnical Engineering, Construction Engineering & Management, Urban Planning Geospatial and Geomatics Engineering, and Ocean Engineering
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 10 Documents
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Search results for , issue "Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023" : 10 Documents clear
PENGARUH GETARAN TERHADAP MUTU BETON PADA KONDISI FASE PLASTIS SAMPAI FASE SETTING Asril, Syamsul; Wiyono, Sugeng; Elizar, Elizar
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.32369

Abstract

Vibration caused by vehicles crossing the side of the road which is in the process of casting and compacting the rigid road pavement layer needs to be considered, especially during the plastic phase and setting phase. These two phases are estimated to greatly affect the quality of the concrete which will have an impact on damage to the concrete. The purpose of this study was to determine the effect of vibration on the quality of concrete in the plastic phase and setting phase. The research method uses a vibration modification machine simulation by placing concrete test objects according to the age of the concrete in the plastic phase and the setting phase. The magnitude of the vibration frequency of the vibrated vehicle is 3 Hertz. The vibration value used is in accordance with the field conditions of the vehicle plunging the road that is being repaired/constructed in an area that is traversed by heavy traffic and large loads, namely the Gajah Mada Duri Road area. The results showed that the effect of vibration on the condition of the plastic phase of the vibrated concrete will still meet the quality of concrete with an average value of Fs 51.99 Kg/cm2 Fs 45. While the Setting phase does not meet the quality of concrete with an average value of Fs 42, 78 Kg/cm2 Fs 45. This means that vibration due to passing vehicles will have the quality of the concrete during the setting phase.
Perilaku tegangan-regangan beton yang terbuat dari agregat ringan buatan yang diperkuat dengan carbon fiber reinforced polymer Louk Fanggi, Butje Alfonsius; Suswanto, Budi; Tajunnisa, Yuyun; Basshofi Habieb, Ahmad; Meynerd Rafael, Jusuf Wilson; Habibillah Asyari, Yudhistira; Rijiyawanto, Adetya; Syifaul Ummah, Galih
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.35175

Abstract

This paper describes the findings of a research study aimed at evaluating the impact of various parameters on the stress-strain behavior of concrete composed of artificial lightweight aggregates with rectangular cross-sections. The factors that were evaluated include the number of fiber-reinforced polymer (FRP) layers, the compressive strength of the concrete, and the cross-sectional shape of the concrete. A total of twenty-two test specimens were fabricated, wrapped with Fiber Reinforced Polymer (FRP), and subjected to concentric compressive loading for experimental evaluation. The experimental findings indicate that Fiber Reinforced Polymer (FRP) demonstrates an excellent wrapping technique for lightweight concrete composed of lightweight aggregate. In addition to this, the test findings indicate a positive correlation between the number of fiber-reinforced polymer (FRP) layers employed and the resultant ultimate stress and strain shown by concrete composed of artificial lightweight aggregate. The test results additionally demonstrate a clear relationship between the rise in ultimate stress and the compressive strength of concrete, while showing an inverse relationship with the ultimate strain observed. Similarly, the test results indicate that the utilization of Fiber Reinforced Polymer (FRP) wrapping has more efficacy when applied to round cross-sectional shapes as opposed to rectangular cross-sectional shapes.
STUDI PENAMBAHAN VARIASI CAMPURAN PLASTIK JENIS HDPE PADA CAMPURAN ASPAL PENETRASI 60/70 UNTUK LAPIS AUS AC-WC Nofriandi, Ihsan; Alamsyah, Wan; Lydia, Ellida Novita
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.31207

Abstract

Abstract: Roads are the main infrastructure as a means of national and regional economy. The asphalt mixture in the AC-WC coating has several weaknesses such as being susceptible to water and often experiencing permanent deformation (change in shape) caused by too much pressure such as vehicle loads. In the AC WC mixture usually only uses a mixture of aggregate and hot asphalt, so in this study HDPE plastic was added as an added ingredient to replace aggregate for the existing plastic waste. The purpose of this research is to find out whether mixing HDPE plastic waste with asphalt mixture can reduce the problems that often occur in road construction and also by utilizing HDPE plastic waste can be a solution to reduce the problem of plastic waste in Indonesia. The KAO value obtained was 6.2% resulting from the planned asphalt content (6.1%, 6.3%, 6.5%), and the most stable HDPE mixture, namely 12% HDPE mixture.Keywords : Asphalt Mixture, Marshall Testing, KAO, HDPEAbstrak: Jalan merupakan infrastruktur utama sebagai sarana perekonomian nasional dan daerah. Campuran aspal pada lapisan AC-WC memiliki beberapa kelemahan seperti rentan terhadap air dan sering mengalami deformasi (perubahan bentuk) permanen disebabkan oleh tekanan yang terlalu berat seperti beban kendaraan, untuk mengatasi permasalahan pada lapisan AC-WC tersebut dengan cara meningkatkan mutu aspal. Pada campuran AC WC biasanya hanya menggunakan campuran agregat dan aspal panas, maka pada penelitian ini ditambahkan bahan plastik HDPE sebagai bahan tambah pengganti agregat untuk limbah plastik yang ada. Tujuan penelitian ini yaitu untuk mengetahui apakah dengan mencampurkan limbah plastik HDPE terhadap campuran beraspal dapat mengurangi permasalahan yang sering terjadi pada kontruksi jalan dan juga dengan memanfaatkan limbah plastik HDPE bisa menjadi salah satu solusi mengurangi permasalahan sampah plastik di indonesia. Nilai KAO yang diperoleh sebesar 6,2% yang dihasilkan dari kadar aspal rencana (6,1%, 6,3%, 6,5%), dan campuran HDPE yang paling stabil yaitu campuran HDPE sebesar 12%.Kata kunci : Campuran Beraspal, Pengujian Marshall, KAO, HDPE
PENGARUH PENERAPAN SISTEM MANAJEMEN KESELAMATAN KONSTRUKSI TERHADAP PENCEGAHAN KECELAKAAN DAN PENYAKIT AKIBAT PEKERJAAN KONSTRUKSI Saputra, Jonathan; Syahbowo, Andika Hegar; Sutjahjo, Kusumo Dradjad
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.32426

Abstract

Sistem Manajemen Keselamatan Konstruksi (SMKK) merupakan suatu bagian dari sistem manajemen dalam rangka menjamin terwujudnya keselamatan konstruksi. Proyek pembangunan Jalan Tol X merupakan proyek konstruksi dengan risiko keselamatan konstruksi besar berdasarkan Peraturan Menteri PUPR nomor 10 tahun 2021. Penelitian ini membahas tentang bagaimana tingkat penerapan elemen SMKK dan bagaimana pengaruh dari penerapan elemen SMKK terhadap pencegahan risiko kecelakaan dan penyakit akibat pekerjaan konstruksi. Pengumpulan data dilakukan melalui studi dokumen, wawancara dan pembagian kuesioner. Analisis data terbagi menjadi dua tahapan yaitu, analisis identifikasi dokumen rencana keselamatan konstruksi (RKK) dan analisis statistik regresi linier berganda. Hasil penelitian menunjukan proyek jalan tol X memiliki tingkat penerapan elemen SMKK sebesar 95%. Kemudian terdapat hasil pengaruh positif yang signifikan antara penerapan elemen SMKK terhadap pencegahan kecelakaan dan penyakit akibat pekerjaan konstruksi baik secara parsial maupun simultan. Hasil proyeksi persamaan regesi linier berganda terhadap nilai tingkat penerapan elemen SMKK menunjukan bahwa, elemen operasi keselamatan konstruksi memiliki nilai pencegahan risiko kecelakaan dan penyakit yang lebih rendah dibandingkan dengan elemen SMKK lainnya. Sehingga memiliki kemungkinan yang lebih tinggi sumber munculnya kecelakaan dan penyakit akibat pekerjaan konstruksi pada proyek jalan tol X berasal dari elemen operasi keselamatan konstruksi.
ANALISIS TARIF BUS TRANS KOETARADJA KORIDOR 2B (PUSAT KOTA-PELABUHAN ULEE LHEUE) BERDASARKAN KELAYAKAN FINANSIAL DAN BIAYA OPERASIONAL KENDARAAN Faisal, Ruhdi; M. Saleh, Sofyan; Isya, M.; Mutiawati, Cut; Apriandy, Fadhlullah; Ferdana, Tera
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.30788

Abstract

Bus Trans Koetaradja resmi beroperasi sejak 02 Mei 2016, sejak saat itu Bus ini merupakan satu-satunya transportasi umum yang gratis sehingga diminati oleh berbagai kalangan masyarakat, khususnya masyarakat di Provinsi Aceh. Sejak bus ini beroperasi hingga saat ini Pemerintah Aceh di bawah Dinas Perhubungan Provinsi Aceh belum menetapkan tarif kepada masyarakat penumpang bus Trans Koetaradja. Untuk itu perlu dikaji seberapa besar tarif yang layak untuk bus Trans Koetaradja bisa beroperasi dengan menggunakan pendekatan Biaya Operasional Kendaraan (BOK). Penelitian ini hanya mengkaji pada Koridor Pusat Kota menuju Ulee Lheue atau disebut juga Koridor 2B. Trayek yang dilalui Bus adalah Sepanjang 6,26 km, Adapun Bus yang beroperasi pada saat jam kerja atau anak sekolah adalah 8 Bus (Senin-Sabtu), Sedangkan pada saat hari minggu jumlah bus yang beroperasi hanya 2 bus. Biaya operasional yang diperlukan pada koridor 2B adalah sebesar 1,9 Miliar pertahun diluar dari biaya pergantian ban dan biaya pajak kendaraan. Hasil dari pengambilan data primer dapat diketahui load factor rata-rata jumlah penumpang Bus adalah 33%. Dengan menggunakan Peraturan Kemen Perhubungan KM.89 Tahun 2002 dapat diketahui tarif Bus adalah sebesar Rp 3.600,- per penumpang dengan asumsi tarif plat (biaya tetap jarak jauh ataupun dekat). Hasil analisis kelayakan pendekatan Finansial dapat diketahui sekitar 15 tahun bus melayani masyarakat dapat dikatakan layak dengan nilai discount rate 10,6%.
ANALISA DERET WAKTU CURAH HUJAN DAN KARAKTERISTIK IKLIM DI KOTA MAJALENGKA Yustiana, Fransiska; Ibrahim, Najib
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.32097

Abstract

Pemanasan global bukan lagi issue karena sudah menunjukkan dampak yang nyata. Peningkatan suhu pasti mengubah karakteristik hujan dan menimbulkan cuaca ekstrem yang berpotensi menimbulkan perubahan iklim dan bencana. Kota Majalengka harus melakukan analisa kerentanan terhadap bencana akibat perubahan iklim sehingga bisa melakukan antisipasi. Antisipasi bencana terutama kekeringan, yang sudah pernah terjadi beberapa kali. Antisipasi bisa dilakukan dengan melakukan proyeksi curah hujan dan mengetahui perubahan karakteristik iklim. Penelitian ini melakukan analisa deret waktu dan proyeksi jangka pendek menggunakan metoda Autoregressive Integrated Moving Average (ARIMA), berdasarkan data hujan harian maksimum selama 10 tahun (2011 2021) di Kota Majalengka. Analisa karakteristik iklim meliputi indeks musiman, tipe atau pola iklim dan frekuensi kejadian hujan. Kota Majalengka dalam kurun waktu 2011 2021 memiliki indeks musiman yang bervariasi antara 0,50 0,98 dan dengan indeks musiman rata-rata 0,79 yang mengklasifikasikan iklim di Kota Majalengka memiliki karakteristik musim yang selalu mulai dan berakhir pada bulan bulan yang tetap tetapi cenderung memiliki musim kemarau yang lebih panjang. Kota Majalengka rentan terhadap bencana kekeringan. Model Arima terbaik untuk data hujan di Kota Majalengka dengan kurun waktu 2011 2020 adalah model ARIMA (3, 0. 1).
PENGGUNAAN PCC SEBAGAI SUBTITUSI OPC PADA BETON RIGID PAVEMENT DAN PENGARUHNYA TERHADAP MUTU DAN WAKTU IKAT AWAL SEMEN Dianugrah, Rizki; Sukamta, Sukamta; Ay Lie, Han
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.31182

Abstract

Portland Composite Cement or PCC is an eco-friendly material that has been registered as a green product. In order to support green construction, the use of PCC has begun to be developed, including rigid pavement for road construction in Indonesia. Things that need to be investigated from the use of PCC are the compressive strength and flexural strength behavior for certain rigid pavement concrete qualities and the initial setting time of cement. The use of PCC which is still in the development stage needs to be investigated by substituting it with Ordinary Portland Cement (OPC). In this study, there were 6 variations of substitution, namely 100% OPC, 20% OPC and 80% PCC, 40% OPC and 60% PCC, 60% OPC and 40% PCC, 20% OPC and 80% PCC, and 100% PCC. . The results of the test using the vicat, the higher the proportion of PCC, the lower the normal consistency, so that the less water content is required for the hydration reaction between cement and water to occur. Meanwhile, the higher the proportion of PCC, the higher the initial setting time, so that the cement setting time is slower. In testing the compressive strength of concrete, the higher the proportion of PCC at the age of 28 days, the compressive strength of the concrete tends to decrease. In testing the flexural strength of concrete, the higher the proportion of PCC at the age of 7 days, 14 days and 28 days, the flexural strength of the concrete tends to decrease. Based on the research results, concrete with a higher proportion of OPC has a higher compressive strength and flexural strength than concrete with a higher PPC mixture.
PEMODELAN PEMANENAN AIR HUJAN UNTUK MENDUKUNG KONSEP KAMPUS HIJAU DAN PENGURANGAN RISIKO BANJIR Saragih, Darman Ferianto; Samiran, Samiran; Utami, Citra; Al Qadry, Al Qadry; Nurzanah, Wiwin
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.33437

Abstract

High rainfall has two conflicting effects. On the one hand, it is beneficial because it has the potential to be used to replace conventional raw water sources. On the other hand, it creates disadvantages caused by flooding. The purpose of this study was to determine the design of a rainwater harvesting system based on the geometric model of the building and the rain regime in such a way that the collected water can replace the use of groundwater so far while at the same time reducing the urban drainage load. The sequential research steps include literature study, determining analysis parameters, designing a Rainwater Harvesting System (RHS) model, creating a spreadsheet-based application (simulation table) for analysis of the RHS's performance, collecting data, analyzing the RHS model using a simulation table, and making conclusions. The RHS simulation designed for the Polmed campus lecture building produces a tank capacity of 45 m3 with a water-saving efficiency of 25% and an efficiency of reducing peak rain runoff of 67.5%. The RHS analysis table resulting from this study can generally be used to design an RHS.
ENVIRONMENTALLY FRIENDLY CONCRETE USING WASTE GLASS POWDER (WGP) AS A PARTIAL SUBSTITUTE OF CEMENT Olii, Muhammad Ramdhan; Sahrul Hidayat, Andi; Saliko, Maxidin; Santoso, Triyadi; Hippy, Mohamad Alfandi; Pakaya, Ririn
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.32883

Abstract

The utilization of waste materials in concrete production is gaining significant attention as a means to mitigate environmental issues and promote sustainable construction practices. This study investigates the potential of waste glass powder (WGP) as a partial replacement for cement in concrete. The aim is to evaluate the effects of WGP on the properties and performance of concrete, with a focus on enhancing sustainability and reducing the environmental impact associated with cement production. The experimental investigation involved preparing concrete mixtures with varying proportions of WGP, ranging from 10% to 25%, as a partial replacement for cement. Based on the research findings, it can be concluded that the substitution of 20%WGP) for cement is the optimal dosage. The results of various tests and evaluations show that the concrete has desirable properties and performance characteristics at this level of replacement. This 20% substitution ratio strikes a balance between maintaining adequate compresive strength and improving the concrete's sustainability. In conclusion, the incorporation of WGP as a partial replacement for cement in concrete shows promises as an environmentally friendly and sustainable approach. Further research and optimization of mix proportions are recommended to maximize the benefits of utilizing WGP in concrete and promote its widespread application in the construction industry.
PALM OIL FUEL ASH (POFA) AS AGRO-WASTE TO MODERN STABILIZATION ON SUBGRADE Toyeb, Muhammad; Hakam, Abdul; Fauzan, Fauzan; Andriani, Andriani
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.34639

Abstract

Subgrades in low bearing capacity are often improved by traditional stabilization methods using cement and lime, that have problems with environmental issues. Because processes cement production released Carbondi-oxide (CO2) to the air. Instead, a modern stabilization is known as environmentally friendly materials, such as POFA as agro-waste. The purpose of the research was to obtain the strength of soil by adding 20% POFA. Measurement the samples consist soil properties test and CBRsoaked tests and microscopic observation (SEM). The test results obtained that added 20% POFA was able to changed soil characteristics by reduce the plasticity index of 11.20% to 3.63%% or medium to low plasticity. Then occurred decrease the MDD of 1.83 to 1.68 gr/cm3 and increase the OMC of 13.60% to 17.0%. The CBR soaked test obtained was increase the strength soil stabilization until curing of 7 days to exhibited CBR value of 3.25% to 8%. It was comply to value CBR standard for subgrade, minimum of 6%. Microscopic observations showed that the surface was coarser and POFA looks like closed togeth-er that filling the pores of soil and looks more dense. Thus, the POFA is feasible for exhibition as alternative modern stabilization material.

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