cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota malang,
Jawa timur
INDONESIA
Rekayasa Sipil
Published by Universitas Brawijaya
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 10 Documents
 1 
Search results for , issue "Vol 14, No 2 (2020)" : 10 Documents clear
Ketahanan Beton fc’ 22,5 MPa Terhadap Kondisi Air Kota Palangka Raya Norseta Ajie Saputra; Noviyanthy Handayani
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.2

Abstract

Palangka Raya is a city where almost a part of the area is peatland with peat water with an acidity level of around 4.0 - 5.0 which can make concrete become porous and cause damage. This study is to determine the effect of peat water, Kahayan river water, and PDAM water on the compressive strength of concrete. In this study, the immersion of concrete samples was carried out for 28 days and 60 days. The measurement results are known that the pH of peat water is 4.0 while the pH of Kahayan river water and PDAM water is 5.0.From the results note that in the 28 days immersion, peat water concrete has increased in compressive strength while concrete in Kahayan river water and PDAM water has decreased in compressive strength. However, during the 60 days immersion the peat water concrete decreased in compressive strength to 20,638 MPa (17.31%). Whereas the Kahayan river water and PDAM water in the 60 days immersion experienced an increase in compressive strength values of 31,687 MPa (26.96%) and 27,696 MPa (10.98%). From these results, it can be concluded that the Kahayan river water with pH = 5.0 does not make the concrete lose its strength and can survive in an acidic environment.
Analisis Pengaruh Penyekatan Kanal Untuk Untuk Pembahasan Lahan Gambut Tropis Gina Khusnul Khotimah; Sigit Sutikno; Muhamad Yusa; Indradi Wijatmiko
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.7

Abstract

Peatlands rewetting for hydrological restoration plays an important role in fire prevention and peatland restoration of degraded peatland. One of the methods for the rewetting is canal blocking. The impact of canal blocking for peatland rewetting is further analyzed in this research. This study focused in Pulau Tebing Tinggi peatland hydrological unit (PHU), which is located in Kepulauan Meranti Regency, Riau Province. To analysis the rewetting impact, 15 dipwells were installed with the distance of 1 m, 51 m, 101 m, 201 and 301 m from the canal for each transect of the three transects. A transect was set in the downstream and two transects were set in the upstream of canal block. The ground water level (GWL) in the 15 dipwells was recorded using water-loggers for one year. This research found that canal blocking has a good effect on maintaining groundwater levels and keeping peatlands in always wet or humid conditions up to a distance of 201 m perpendicular to the canal if the rise in water level in the canal due to canal blocking is more than 0.6 m. It is able to maintain the ground water depth in peatlands around 0.4 m, where the peatlands become low risk to the fire, emission rates and subsidence.
Efisiensi Kapasitas Lentur Beton Pracetak (U-Ditch) Dengan Model Dinding Corrugated Erwin Syaiful Wagola; Muhammad Tharik Kemal
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.3

Abstract

This study discusses to analyze the flexural capacity and efficiency of the corrugated U-Ditch type with dimensions of 50x50 cm to the normal U-Ditch type. In this research using JIS (Japan International Standard) method for The U-Ditch Corrugated test. The results showed that the flexural behavior of the Normal Type U-Ditch is linear to collapse with a crack pattern occurring on the U-Ditch wall.  The bending of the U-Ditch Corrugated type tends to be linear until it collapses with a crack pattern occurring in the structural wall. The magnitude of the bending moment capacity for the normal type is 9.11 kN.m and capacity of the U-Ditch corrugated type is 8.05 kN. m where the efficiency of bending capacity is 98%.
Studi Eksperimental: Perilaku Siklik Anticompression Split-K Braced Steel Frame Oksa Eberly; Sri Murni Dewi; Wisnumurti Wisnumurti
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.9

Abstract

This paper presents an experimental study on the behaviour of a braced steel frame with a proposed system: anticompression brace system (ABS) subjected to cyclic lateral loads. The ABS is proposed to deal with common brace buckling problems. In the study, split-K braced steel frames: with ABS and with ordinary brace system (OBS) were used as speciments. Cyclic loading tests were conducted to evaluate the performance of the proposed system in preventing the brace to buckle and to obtain the behaviour of the frame with ABS compared to the frame with OBS under cyclic quasistatic loading. From the cyclic tests, it was observed that the proposed system worked in preventing the braces to buckle, hence, the aimed state, “buckling prevention” was achieved. The results of the study also show that the frame with ABS had a lower initial stiffness compared to the frame with OBS, nevertheless, after exceeding drift ratio of 0.85% based on raw data or 0.64% based on fitted-curves, the frame with ABS exhibited good behaviour through lower degradations in stiffness and cyclic strength relative to the frame with OBS that experienced sudden and greater degradations. 
Identifikasi Risiko Proyek Konstruksi Flyover dan Underpass di Indonesia(Kajian Literatur) Vederieq Yahya Enderzon
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.4

Abstract

Flyover and underpass are an important part of the road network system, especially to reduce congestion. These flyover and underpass construction projects have unique and very complex characteristics, so they face various types of risks that may occur during the project life cycle. Risks that occur can affect the cost, time and quality of construction projects, which in some cases can even have a serious impact on the sustainability of the project itself. Risk may occur due to several risk factors that cause it. Since the construction of flyover and underpass is very important and is a very strategic and usually large-scale project, a study of the types of risk factors that might occur during the construction of flyovers and underpass in Indonesia is needed. This research is dedicated to answering this problem. This study uses the literature review method for data collection. Based on the results of the study it was found that the risk of the conception stage is an obstacle in land acquisition, the planning stage is a change in design, the implementation stage is safety and safety.
Analisa Optimasi Diameter Jaringan Pipa Distribusi Air Bersih Dengan Menggunakan Software EPANET, LINGO di Jalur Sentul City PDAM Tirta Kahuripan Kabupaten Bogor Nuryani Nuryani; Budi Santosa
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.8

Abstract

One of the most important roles of water system supply is piping networking. Performance of water supply sistem service is determined not only by a capacity from the source, but also by water volume which must also be up to the vertices with high flow and adequate pressure as needed. Besides, the effectiveness of a pipline is measured from the cost of investment and operational cost over life of specified order. In order to achieve adequate pressure and flow conditions it must be analyzed the size carefully. Linear programming represents the completion of operations research techniques that can solve optimization problems. Linear prograsmming is used to minimize cost size of pipe. On this research, a sample informartion taken by a clean water distributin network in PDAM Tirta Khuripan, Bogor, West Java. By using the method of linear programing the result of optimization in PDAM Tirta Khuripan, Bogor, West Java diameter on each pipe  in with the selection of the main pipe diameter between 8 inch to 22 inch and pressure energy or relative energy is 2 metes into 7 metes by license set. 
Perbadingan Estimasi Curah Hujan MRR dan TRMM 3B42 Sebagai Input Model Hidrologi HBV Studi Kasus DAS Bedadung Muhamad Zulvi Alhamda; Entin Hidayah; Wiwik Yunarni
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.5

Abstract

The limitations of spatial and temporal distribution of rain gauge networks causes inaccuracies in prediction of hydrological modeling. The availability of satellite rain data products is a potential to overcome this limitation. This studies objective is to compare the quality of rain data from the recording of the Manual Rainfall Recorder (MRR) with satellite data TRMM 3B42 which is entered in the HBV hydrological modeling. Calibration results shows that HBV modeling performance with MRR rain data input is better than TRMM. R2 and NSE values from MRR rain data input were 0.7153 and 0.7133 respectively with a mean error of 89 (mm / year). While the R2 and NSE values of the TRMM 3B42 satellite rain data input were 0.57 and 0.55 with a mean error of 305 (mm / year), respectively.
Pemodelan Perubahan Tataguna Lahan Terhadap Debit Banjir DAS Tanggul, Jember Menggunakan Model SWAT (Soil and Water Assessment Tool) Ainunisa, Diah; Halik, Gusfan; Widiarti, Wiwik Yunarni
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.10

Abstract

Population growth is one of the causes of land-use change that can increase runoff. Tanggul watershed is one of the watersheds which often overflows during the rainy season. This study purpose to analyze the effect of land-use changes on runoff in Tanggul watershed using SWAT (Soil and Water Assessment Tool) model. To make sure the performance of SWAT model calibration and classified by the value of NSE and R2. The result of calibration included in a good category and validation included in a very good category. This study was modeling forest land-use change in 2004-2017 to determine the effect of land-use change on runoff. The result in this model of forest land-use change can increase runoff.
Studi Parametrik Mortar Geopolimer Hybrid Abu Sawit (Palm Oil Fuel Ash/POFA) Yanuari, Ramadhan; Ikrammullah, Muhammad; Septari, Dinda; Wijaya, Miguel Felix; Olivia, Monita
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.1

Abstract

In this study, the Palm Oil Fuel Ash (POFA) was used as a raw material for making geopolymer mortars that uses a combination of sodium hydroxide (NaOH) and sodium silicate (Na2SiO3). The purpose of this study was to determine the effect of various parameters on the compressive strength of mortars. The parameters involved were namely modulus of activator ratio (Ms 1-3), the molarity of NaOH (10-16M), curing temperature (28-110ºC), type of POFA particle processing (oven-dried, passed the #200 sieve, burned in a brick kiln, burned at 800ºC), rest periods of 3 and 5 days. Based on the parametric study, it was found the optimum mixture with the highest compressive strength consisted of NaOH 14M, Ms ratio of 2.5, curing temperature of 100OC, a rest period of 5 days, particles sieved using #200 sieve and had 15% PCC content. 
Mikrosimulasi Kinerja Simpang Bersinyal Dengan Menggunakan Software Surrogate Safety Assessment Model (SSAM) di Kota Malang (Studi Kasus: Simpang Terusan Sulfat) Pipit Rusmandani; Enrico Pria Anggana; Agus Sasmito
Rekayasa Sipil Vol 14, No 2 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.02.6

Abstract

One of the effort to improve road safety was to reduce the risk of an accident on the intersection in a lowering manner   traffic that occurs. Based on it writer research efforts to improve safety on the Terusan Sulfat intersection in the city poor conflict with how to handle traffic. Research aims to bring down intersections that handling percent fewer traffic intersection. Methods used in the analysis of the performance of simpang used calculation MKJI and trace things back by software PTV VISSIM 10 Full version and methods to know conflict is by using software SSAM. The next step is to provide alternatives from trouble handling the conflict with changes in a traffic intersection to intersection 2 phase with the turn right first  and the 3 phase after setting that up in select most reducing traffic. Conflict The widening of the road in an effort to balance the smooth and  road safety.Handling alternative intersections that chosen provide arrangement simpang with 3 phase with widening of roads because it reduces the occurrence of 30 percent fewer traffic by 26 % and exceptionally large value of 2 % which means maintain a harmony between the creation of road safety and smooth running of the traffic.

Page 1 of 1 | Total Record : 10

 1 

Filter by Year

2020 2020


Reset
Filter By Issues
All Issue Vol. 19 No. 3 (2025): Rekayasa Sipil Vol. 19 No. 3 Vol. 19 No. 2 (2025): Rekayasa Sipil Vol. 19 No. 2 Vol. 19 No. 1 (2025): Rekayasa Sipil Vol. 19 No. 1 Vol. 18 No. 3 (2024): Rekayasa Sipil Vol. 18 No. 3 Vol. 18 No. 2 (2024): Rekayasa Sipil Vol. 18 No. 2 Vol. 18 No. 1 (2024): Rekayasa Sipil Vol. 18 No. 1 Vol. 17 No. 3 (2023): Rekayasa Sipil Vol. 17 No. 3 Vol. 17 No. 2 (2023): Rekayasa Sipil Vol. 17 No. 2 Vol. 17 No. 1 (2023): Rekayasa Sipil Vol. 17 No. 1 Vol. 16 No. 3 (2022): Rekayasa Sipil Vol.16. No.3 Vol. 16 No. 2 (2022): Rekayasa Sipil Vol.16. No.2 Vol. 16 No. 1 (2022): Rekayasa Sipil Vol.16. No.1 Vol 15, No 3 (2021) Vol. 15 No. 2 (2021) Vol 15, No 1 (2021) Vol 14, No 3 (2020) Vol 14, No 2 (2020) Vol 14, No 1 (2020) Vol 13, No 3 (2019) Vol 13, No 2 (2019) Vol 13, No 1 (2019) Vol 12, No 2 (2018) Vol 12, No 1 (2018) Vol 12, No 1 (2018) Vol 11, No 3 (2017) Vol 11, No 2 (2017) Vol 11, No 2 (2017) Vol 11, No 1 (2017) Vol 11, No 1 (2017) Vol 10, No 3 (2016) Vol 10, No 2 (2016) Vol 10, No 1 (2016) Vol 10, No 1 (2016) Vol 9, No 3 (2015) Vol 9, No 3 (2015) Vol 9, No 2 (2015) Vol 9, No 1 (2015) Vol. 8 No. 3 (2014) Vol 8, No 2 (2014) Vol 8, No 2 (2014) Vol 8, No 1 (2014) Vol 7, No 3 (2013) Vol 7, No 3 (2013) Vol 7, No 2 (2013) Vol 7, No 1 (2013) Vol 6, No 3 (2012) Vol 6, No 3 (2012) Vol 6, No 2 (2012) Vol 6, No 2 (2012) Vol 6, No 1 (2012) Vol 5, No 3 (2011) Vol 5, No 2 (2011) Vol 5, No 2 (2011) Vol 5, No 1 (2011) Vol 5, No 1 (2011) Vol 4, No 3 (2010) Vol 4, No 2 (2010) Vol 4, No 1 (2010) Vol 4, No 1 (2010) Vol 3, No 3 (2009) Vol 3, No 2 (2009) Vol 3, No 1 (2009) Vol 2, No 3 (2008) Vol 2, No 2 (2008) Vol 2, No 2 (2008) Vol 2, No 1 (2008) Vol 1, No 1 (2007) More Issue