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Program Studi Teknik Sipil Universitas Kristen Maranatha, Jl. Surya Sumantri No.65, Sukawarna, Kec. Sukajadi, Kota Bandung, Jawa Barat 40164
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INDONESIA
Jurnal Teknik Sipil
Published by Universitas Kristen Maranatha
ISSN : 14119331     EISSN : 25497219     DOI : https://doi.org/10.28932/jts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil is an Indonesia national wide accredited, peer reviewed, open access journal that publish and disseminate high quality, original research papers in Civil Engineering Field. Jurnal Teknik Sipil covers the following scope of research Structures, Geotechnics, Hydrology and Hydraulics, Transportation, Construction Engineering & Management, Infrastructure Management, Disaster Management, Materials Technology.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 288 Documents
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Pemetaan Tingkat Kebisingan Dari Kegiatan Transportasi Di Jalan Jenderal Sudirman Kota Pekanbaru Sasmita, Aryo; Andesgur, Ivnanaini; Lestari, Rika
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.7597

Abstract

High vehicle volume will produce noise that causes health problems, lack of rest and sleep, lack of thinking ability, and communication disorders. The purpose of this study was to obtain noise level patterns on the main road of Pekanbaru City, namely Jalan Jenderal Sudirman. A preliminary survey was conducted to determine the time of the study. The Sound Level Meter (SLM Lutron LM-8102) was used to conduct this study and the noise mapping method for two days, on Monday, which shows peak hours, and Saturday shows off hours of vehicles. Data were collected from 180 points for noise measurement. Other data collected were air humidity, air temperature, and wind speed. According to the results of the study, the highest noise level was 97.9 dB which is a point with high traffic volume, and the lowest noise level was 68.4 dB which has low traffic volume.
Kajian Penerapan Teknologi UAV Drone dan Civil 3D Pada Proyek Infrastruktur Jalan di Pulau Jawa Mbuinga, Firda Oktaviana; Pradoto, Rani Gayatri Kusumawardhani
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.7880

Abstract

In 2030 it is estimated that the number of construction projects will increase by 85%, to answer this challenge, the construction world is expected to apply construction technology, some of which are UAV Drones and Civil 3D. The purpose of this study is to obtain the level of application, benefits of application, and utilization of UAV Drone and Civil 3D technology as well as to identify inhibiting factors in applying these two technologies. Data collection was carried out using a questionnaire instrument, then the data processing in this study used descriptive statistical analysis. The results of the UAV Drone application rate are rarely applied, for its use it is more applied to the monitoring stage, namely monitoring project progress, while utilization that requires advanced image processing is rarely applied. The most influential benefit of UAV Drone is minimizing time. As for the level of application of Civil 3D, which is often applied, its use is most widely applied at the design stage to design and model roads, the benefits of application that are felt to be very influential are minimizing time, increasing accuracy and efficiency, and reducing errors. From the resulting cartesian diagram, these two technologies are already in quadrant III (promoting) for UAV Drones and quadrant IV (highly implementation) for Civil 3D, so it is hoped that the authorities can make regulations or standards that can be used as a basis/reference in implementing (Infrastructure Building Information Modelling) I-BIM, especially in road infrastructure.
Pengaruh Perubahan Iklim pada Konstruksi Bendungan: Review Artikel Murdiagatma, Sefrinta Sasma
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.8009

Abstract

Climate change is a change in climate components such as temperature, rainfall, humidity, evaporation, wind direction and speed, and air. Climate change is a big problem that affects many areas, including dam construction. Climate change affects the ecosystem within the dam, changing river flow patterns and sediment reduction, affecting riparian vegetation, changing the frequency of waterlogging and swamp connectivity, and increasing the risk of flooding and dam safety. This research aims to conduct a literature study to determine the influence of the impact of climate change on dam construction from various aspects and problems that may occur. By using a comprehensive descriptive research method to summarize the entire material of this literature study. This study produces an understanding of how climate change can affect freshwater ecosystems, and natural river flow patterns, and cause changes in temperature, precipitation, and wind patterns. The amount of sediment that falls into rivers becomes greater during the rainy season, causing potential water shortages during the dry season and flooding during the rainy season, and changes in land use due to dam construction. For this reason, it is necessary to control and manage dam construction, as well as risk mitigation so that the impact of climate change that occurs on dam construction can be avoided.
Evaluasi Kuat Tekan Beton Terpasang pada Struktur Dermaga Eksisting Berdasarkan Pengujian Destructive dan Non-Destructive Herdiansah, Yudi; Cendana, Widhi Prima
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.8698

Abstract

The dock is a critical component of a port, serving both as a mooring facility and a berthing area for ships. Given the importance of the quay, it is essential to ensure that each quay is equipped with suitable and functional facilities, both in terms of operational use and structural integrity. One method of evaluating existing quays is through structural testing. The objective of this structural testing is to obtain material parameters that will serve as inputs for modeling the existing structure. The material testing parameters to be determined include equivalent concrete compressive strength values, which will be used as references in the structural modeling of the quay. The structural testing comprises both destructive (DT) and non-destructive tests (NDT). To achieve results that accurately represent the overall condition of the existing structure, each test must be correlated with others. The correlations analyzed include those between core drill tests and hammer tests, as well as between core drill tests and ultrasonic pulse velocity (UPV) tests. The correlation results chosen for use in the structural modeling are those between core drill tests and UPV tests. The equivalent compressive strength values obtained from this analysis are 21.41 MPa for Segment 1, 24.1 MPa for Segment 2, and 23.18 MPa for Segment 3. The analysis reveals differences in the equivalent compressive strength values for each segment, likely due to variations in the construction years of the quay segments, which correspond with the observed differences in equivalent concrete compressive strength.
Efek Persentase Fly Ash terhadap Parameter Kompaksi Suatu Fill Material Situngkir , Hegi Priel; Nugraha, Andrias Suhendra; Riyadi, Slamet
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.9694

Abstract

Mining road construction is heavy equipment infrastructure for transportation that carries mining products to facilitate activities. Mining road construction requires high costs, with this research it is hoped that it can utilize by utilizing leftover materials or non-B3 waste around the mining area, it can save costs for mining road construction. This research aims to understand and assess the effect of fly ash presentation originating from coal burning residue from the mining area in Tanjung Selor, North Kalimantan, on the compaction parameters of a fill material that will be used as mining road material. These compaction parameters include maximum dry density, gdry max and optimum moisture content, wopt. The composition of the mixture between fly ash (FA) and fill material (FM-I) includes: FA(50%)+FM-I(50%) and FA(70%)+FM-I(30%).The research results show that increasing the fly ash presentation from 50% to 70% in a mixture of fly ash and fill material will increase the optimum moisture content from 12.9% to 21.9% and will reduce the maximum dry density from 1.44 t/m3 to 1.20 t/m3. The presentation of fly ash affects the compaction parameters of the fill material.
Kajian Perilaku Penurunan Bangunan Tinggi: Studi Kasus dan Analisis Dani, Hanny Juliany
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.11517

Abstract

The main problem in the construction of high-rise buildings is land subsidence which can affect the stability and safety of the structure. This study aims to analyze the behavior of the settlement of high-rise buildings based on various case studies in several locations, such as Chicago, Frankfurt, Shanghai, Singapore, Jakarta, and Surabaya. The analysis was carried out by comparing the results of theoretical predictions obtained through analytical calculations and finite element methods (FEM) with the data of measurement results in the field. The study also evaluated the factors that affect the magnitude of the settlement, including soil characteristics, structural loads, and the foundations used. The choice of foundation is one of the important factors. In overconsolidated clay soil, the largest settlement occurred was the settlement until the end of the construction period (initial settlement). The settlement that occurs can reach around 40-70% of the total settlement, some even reach 90%. For soils that have high rigidity, the use of raft foundations for tall buildings can be recommended. In Surabaya, the actual settlement (3.5 cm) was smaller than the theoretical prediction (13 cm) and FEM (15 cm), the mismatch reaching 77% was suspected to be due to expansive soil pressure swelling that was not detected in the model.
Cover & Editorial Page Volume 21 Issue 1 April 2025 Universitas Kristen Maranatha, Jurnal Teknik Sipil
Jurnal Teknik Sipil Vol 21 No 1 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i1.11587

Abstract

Analisis Permodelan Laju Kehilangan Tanah Akibat Variasi Hujan Menggunakan Rainfall Simulator (Uji Eksperimental Laboratorium) Dewi, Tiara Servita; Romdania, Yuda; Herison, Ahmad; Ashruri, Ashruri
Jurnal Teknik Sipil Vol 21 No 2 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i2.9078

Abstract

Soil erosion affects the quality level of soil carrying capacity. This happened in the TP PKK Collective Garden in Bandar Lampung City, which experienced fertility degradation due to reduced soil nutrient content. The purpose of this study is to analyze the effect of slope variations with variations in rainfall intensity on the magnitude of erosion in non-vegetated soils and to identify control strategies that can be applied. The method used in this study is to use a Rainfall Simulator with variations in the slope and intensity of rain on non-vegetation soils. The results of the calculation of the highest erosion rate of 14.91 tons/ha occurred at (slope of 45% with a rain intensity of 1.75 liters/minute), while the lowest erosion rate of 1.67 tons/ha occurred at (slope of 8% with a rain intensity of 0.75 liters/minute). Statistical analysis showed that the relationship between erosion rate and rainfall intensity and slope had a determination coefficient close to 1, indicating that these variables had a significant influence on erosion rate. The conclusion is that the rate of erosion increases along with the slope and the intensity of rainfall, therefore efforts to reduce erosion by planting plants, planting plant residues, making terraces, and using chemical or natural prepats.
Optimasi Pemanfaatan Pasir Mahakam Dan Limbah Bata Ringan Sebagai Agregat Halus Dalam Pembuatan Paving Block Fazriyan, Helmi; Liana, Ulwiyah Wahdah Mufassirin; Pitoyo, Pitoyo
Jurnal Teknik Sipil Vol 21 No 2 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i2.9314

Abstract

. In the increase in construction projects using lightweight bricks, the amount of waste generated has also increased. To address this issue, this research evaluates the use of lightweight brick waste as a replacement for Mahakam sand in the production of paving blocks according to SNI 03-0691-1996. The experimental method was used with control test objects without lightweight brick waste and test objects with varying amounts of lightweight brick waste. The mixture composition was 1pc:6ps with a water-cement ratio of 0,35, and lightweight brick waste constituting 0%, 25%, 50%, 75%, and 100% of the sand weight. The Paving blocks were made using manual compaction tools. Compressive strength testing was conducted at 3, 7, and 28 days, while absorption testing was done by soaking for 1 day. The results showed that paving blocks with 50% lightweight brick waste had the highest compressive strength at 28 days, reaching 47,81 MPa, classified as class A. The addition of lightweight brick waste also increased the water absorption of the Paving blocks, with the lowest absorption in the 25% mixture at 2,17%, also classified as class A. These findings demonstrate the potential for using lightweight brick waste in the production of environmentally friendly paving blocks.
Pengaruh Jumlah Bentangan dan Jumlah Lantai terhadap Kebutuhan Waktu Jeda Antara Gempa Utama dan Gempa Susulan untuk Analisis Dinamis Riwayat Waktu Zacharias, Hendry David
Jurnal Teknik Sipil Vol 21 No 2 (2025): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v21i2.9344

Abstract

Seismic sequences cause cumulative structural damage; therefore, aftershocks must be considered in design. A key factor in time history analysis with seismic sequences is the time gap (TR) between the mainshock and aftershocks, during which acceleration is zero. TR is critical, as long earthquake durations can lead to high analysis time and cost. This study analyzed 16 structural models with varying numbers of bays and stories but identical plan areas, using seven records from the 1994 Northridge earthquake. At zero acceleration, a TR value of 60 seconds is added and will be increased to 120 seconds, if the acceleration and speed values ​​of the roof structure do not reach values ​​very close to zero (AR0 and VR0). Results show that TR increases almost linearly with the structural period (TS). Thus, increasing the number of bays reduces TR if TS decreases, while increasing the number of stories raises TR if TS increases. However, earthquakes with longer predominant periods result in smaller TR values.

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