cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Sugiarto
Contact Email
jts.mts@unsyiah.ac.id
Phone
+62811680041
Journal Mail Official
jts.mts@unsyiah.ac.id
Editorial Address
Jl. Syekh Abdurrauf No. 7 Gedung Lab Konstruksi dan Bahan Bangunan Lama Fakultas Teknik Universitas Syiah Kuala, Darussalam - Banda Aceh, 23111
Location
Kab. aceh besar,
Aceh
INDONESIA
The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning)
Published by Universitas Syiah Kuala
ISSN : 26207567     EISSN : 26151340     DOI : 10.24815/jarsp.v3i1.16372
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) is a peer-reviewed journal published four times a year (March, June, September, and December) that publishes reviewed articles which contribute new results in all areas of the Civil Engineering and Planning. The journal is devoted to the publication of high quality papers on theoretical and practical aspects of Civil Engineering and Planning. The aim of this journal is to bring together researchers and practitioners from academia and industry to focus on Civil Engineering and Planning advancements and establishing new collaborations in these areas. Theoretical papers, practice-oriented papers including case studies, state-of-the-art reviews are all welcomed and encouraged for the advance of science and engineering in Civil Engineering and Planning. All submissions must describe original research, currently under review or not published for another conference or journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 201 Documents
 4   5   6   7   8 
STUDI KOMPARASI VARIASI JENIS SUPERPLASTICIZER TERHADAP SIFAT MEKANIS BETON MUTU TINGGI DENGAN MENGGUNAKAN FLY ASH ABU CANGKANG KELAPA SAWIT SEBAGAI ADITIF Zulham Effendi; Taufik Saidi; Teuku Budi Aulia
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i3.11781

Abstract

Nowadays, a construction uses a lot of concrete with highly strong power that is needed to support materials supporting the construction. With the improvement of concrete technology nowadays it is possible that high quality concrete with the suppression of greater than 70 MPa. Aceh Province, which is located, at the most tip of Sumatera Island has a great number of natural resources and materials that can be used in order to make concrete. These available resources are used for making high quality concrete with the pressure of 70 MPa. This research is going to explore the characteristic of concrete mechanic comprises of the strength of its pressure, the strength of its tight pressure, the bow strength and the sliding strength that can be reached by using additional material of palm nutshell as an additife replacement as apart of concrete use and the variation of the variety of superplasticizer optimum percentage of Sikament LN, Sikament NN and Viscocrete-10 by rude aggregation with maximum measure is12 mm. its concrete is used as Portland concrete type I with vary kinds of superplasticizer by each maximum percentage of Sikament LN is 1%, Sikament NN 1,5% and Viscocrete-10 1,5 % . the factor of water concrete is 0,3 and the amount of palm nutshell dust as an aditif that is used is 10%. The value of pressure and tight breaking strenght, flexibility tight strengh and sliding strenght from third variaties of superplasticizer, namely Viscocrete-10 with the percentage is 1,5% having bigger valuecompred to Sikament NN 1,5% and Sikament LN 1,0%. In terms of testing hot hydration the result shows that the viscocrete – 10 has been able earlier to prevent hot hydration with value is 6 hour; 24oC compared to Sikament NN 8 hour; 240C and the kind of Sikament LN 78 hour; 250C.
ANALISIS BENTUK GEOMETRI TERHADAP STABILITAS LERENG PADA TAMBANG TERBUKA DARI ASPEK GEOTEKNIK Lisa Fianti; Munirwansyah Munirwansyah; Halida Yunita
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 2 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i2.16567

Abstract

Aceh Province is one of the coal producers, especially Sumber Batu Village in Meurebo District, West Aceh Regency. In the implementation of coal mining, it is necessary to pay attention to the slope stability of open-pit mining to identify and estimate the possibility of landslides. For this reason, the author conducted research in analyzing the geometric shape of the slope stability with the slope variance of modeling the reduction of the existing angle αeks - 10% to the depth of three layers of soil 11 meters. The 1st layer of soil is 1.5 meters, the second layer of soil is 2.5 meters, and the third layer of soil is 7 meters. Slope stability is strongly influenced by the geometric shape of the slope and the strength of soil parameters. To identify the stability of the slope against slope failure, computationally performed using the finite element method with Plaxis software as the reference for the value of FK 1.25, which is considered safe/stable, meaning that collapse rarely occurs. In this research, primary data is used in the form of direct observation in the field, namely taking soil samples to obtain soil data in the form of soil physical properties and soil mechanical properties into soil parameter data, which is tested in the soil laboratory. Secondary data used are map data, boring data, and Sondir data. Soil parameter data were processed using Plaxis software. The results of the slope stability analysis showed that by modeling the geometric shape of the slope (αeks - 10%) on the open slope of a coal mine with a soil depth of 11 meters, the FK value was 3.60. From the results of the FK scores, it shows that the slope of the slope is 3.60 1.25 above the reference value of safe/stable FK. The FK value is 0.2 greater than the FK existing geometry. The conclusion of this study is that geometric shapes play an important role in determining the stability of an open coal pit excavation slope. The smaller the slope angle, the greater the FK value obtained, or the more gentle the slope, the higher the safety value of a slope.
ANALISIS KOMPARASI RASIO KAPASITAS KOLOM GEDUNG BERTINGKAT RENDAH PADA 23 KABUPATEN DI PROVINSI ACEH BERDASARKAN SNI 03-1726-2002 DAN SNI 03-1726-2012 Fakhrurrazi Fakhrurrazi; Taufik Saidi; Muttaqin Muttaqin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 4 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i4.12470

Abstract

In 2002, through the national standardization agency, the Indonesian government issued SNI 03-1726-2002 on Earthquake Resilience Planning Standard for Building Structure to anticipate the effects of earthquake on building. However, after the standard has been issued there have been several other major earthquakes that rendered it necessary to revise the existing standards. Therefore, in 2012 the government issued SNI 03-1726-2012 on Procedures for Earthquake Resistance Planning for Building and Non Building Structures. When viewed from both these standards, it can be seen that Aceh province is one of the provinces with high earthquake intensity so it is necessary to do a research to observe the effect of changes of both standards to the ratio of column capacity and minimum reinforcement requirements for buildings constructed in Aceh province. Based on the results of the research, the average column capacity ratio against the load in SNI 03-1726-2012 has increased by 45.02% and the average minimum reinforcement requirement available is only 54.5%. The increase is due to an increase in primacy factor from 1.0 to 1.5, causing increased structural load. In addition, there was an increase in the combined burden in the form of 30% additional redundant factors as well as the addition of earthquake load due to an increase in rock bed acceleration factors in some regencies. Thus it can be concluded that the building under review has not fulfilled the requirements of SNI 03-1726-2012 and is recommended for planning by adding a shear wall to reduce the structural load.
ANALISIS STABILITAS LERENG MENGGUNAKAN SOFTWARE PLAXIS 8.6 DENGAN DINDING PENAHAN TANAH (RETAINING WALL) (STUDI KASUS RUAS JALAN NASIONAL BANDA ACEH-MEDAN STA 83+135 GUNUNG SEULAWAH) Wihardi Wihardi; Munirwansyah Munirwansyah; Sofyan M. Saleh
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i3.11768

Abstract

Road infrastructure is very important and is a key enabler for the economy. If the road infrastructure was damaged or had various problems such as sliding, the movement of goods and passengers will be hampered and delayed to the acceleration of development in the local area. The landslide and movement of groundwater is a problem that often occurs repeatedly on some streets. Therefore, it is necessary to study the strengthening of the slopes at the bottom of the road construction with retaining wall. This study aims to analyze slope stability by getting numbers Safety Factor (FK). The analysis is used to analyze the stability of slopesusing the finite element method with the help of software Plaids, The scope of this review includes the calculation of slope stability at the national road from Banda Aceh - Medan Sta. 83 + 185 Mount Selawah. The results of slope stability analysis on the existing condition by using Plaxis software at the point of a review is not safe (FK lower than 1.25). Thus, it is done handling the retaining wall, installation of anchors. Based on the analysis of slope stability after being given the strengthening of the slopes with a retaining wall and the installation of anchors using Plaxis software under the influence of traffic load in an unsafe condition (FK lower than 1.25). Then additional handling is done by changing the angle of the slope so that the value of the safety factor (FK) greater than 1.25.
IDENTIFIKASI FAKTOR–FAKTOR UTAMA PENYEBAB TERJADINYA KETERLAMBATAN WAKTU PENYELESAIAN PADA PEKERJAAN INFRASTRUKTUR GEDUNG DI BANDA ACEH Darmawi Darmawi; Muttaqin Muttaqin; Anita Rauzana
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 1 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i1.16456

Abstract

The implementation of building construction projects in the city of Banda Aceh in the Fiscal Year 2015 to 2017, many experienced delays in the implementation caused by many factors both internal factors and external factors. This research was conducted with the aim to find out the top five rankings of the main factors that caused the delay in the implementation of building construction project in Banda Aceh City and to get the main factors that can be done to prevent/overcome delays in the implementation of building construction projects in Banda Aceh City. Data collection was conducted by questionnaire survey method to 40 respondents from the owner and 40 respondents from the contractor who had been involved in handling building construction projects. Based on the results of data analysis and discussions that have been carried out, it is determined that the top five ranks of the main factors causing the delays in implementation of the building construction project in the city of Banda Aceh are: Design changes/work details at the time of implementation, natural disasters such as fires, flood, bad weather, storm/hurricane, earthquake, landslide; Conditions and environment that are not as expected; Wrong/incomplete in making planning (drawings/specifications); and Often/ lot of work is added/less. While the top five ranking solutions for the main factors that can be done to prevent/overcome delays in implementation of building construction projects in Banda Aceh City are: Reviewing the design before starting work; Knowing weather prediction during implementation; Conducting feasibility studies and field investigations before the execution of work; During the Pre Construction Meeting the contractor must clarily all documents to be clear, and Minimize the occurrence of added/less work.
PEMANFAATAN DAN PENATAAN RUANG TEPI SUNGAI KRUENG ACEH KOTA BANDA ACEH Rahmat Rahmat; Izziah Izziah; Sofyan M. Saleh
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i1.10359

Abstract

Krueng Aceh River which is flow passes the center of Banda Aceh city. Krueng Aceh River become an integral part for the growth and development of Banda Aceh City, which has a strategic role in support urban activity and has enormous beauty potential in shaping image of the city and improving the quality of open space in Banda Aceh City. Krueng Aceh river is an element of public spaces that can be a basis for development of waterfront city. In arrangement and development of riverside as waterfront city area is not running maximally and worried not accordance with the direction from Spatial Plan. The utilization of the space on the Krueng Aceh River is not well organized and maximal. This research purpose is to identify how to utilize the space of waterfront area of Krueng Aceh river on the Spatial plan of Banda Aceh City in 2009-2029, formulate a structuring optimization strategy and development of waterfront area of Krueng Aceh river as the waterfront city area of Banda Aceh. Method used is descriptive method with combination research approach (mixed method) where the qualitative data supported by quantitative data processing. Method used to measurement is Likert Scale also data analysis by SWOT analysis on the primary and secondary data. Results of SWOT analysis obtained three alternative strategies which are: 1) Issuing regulation in form of local regulation as derivative from the Spatial Plan of Banda Aceh City in 2009-2029 which reinforces riverside function of Krueng Aceh River to become waterfront area and implement it as guidelines and consequent, 2) Optimize the utilization of space on waterfront area of Krueng Aceh area by arranging and developing the area, 3) Improve management and control in arrangement and developing waterfront area of Krueng Aceh river.
KARAKTERISTIK CAMPURAN AC-WC MENGGUNAKAN MATERIAL RECLAIMED ASPHALT PAVEMENT DENGAN TAMBAHAN ASPAL PEN. 60/70 YANG DISUBSTITUSI STYROFOAM Hendra Arianto; Sofyan M. Saleh; Renni Anggraini
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 2 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i2.13451

Abstract

Reuse of reclaimed asphalt pavement material (RAP) is an alternative which applicated for potential enough on the roughness of the road. RAP material can be reused by adding the asphalt and the new aggregate according of the mixture composition so that it is expected will be obtained the quality as planned. One of the efforts made in improving the quality of asphalt mixture RAP material is using a modified asphalt with additional material, such as styrofoam. The use of styrofoam into the asphalt is expected to improve the technical properties of a mixture. The purpose of this research is to know the comparative characteristics of hot mix asphalt (asphalt concrete) type AC-WC that uses RAP material with additional asphalt pen. 60/70 and asphalt pen. 60/70 substitution in the styrofoam by 8%, 10% and 12% against the weight of asphalt based on levels of asphalt left on the material. The initial stages of this study is to conduct an examination of the physical properties of RAP material, then manufacturing a specimen with variations of the addition of asphalt and aggregate new levels based on the job mix diesign (JMD) Bina Marga Aceh (2013). Based on research results, parameter values marshall on all types of asphalt mixture with new aggregate as well as RAP materials and the use of 100% asphalt pen. 60/70 additional or different types of asphalt on OAC has fulfilled the technical specifications defined by the Bina Marga (2014). Best stability values obtained on asphalt mixture using RAP material with additional asphalt pen. 60/70 with 12% styrofoam substitution on OAC JMD Bina Marga Aceh, that amounted to 3,308.72 kg, the lowest value stability retrieved on asphalt mixture using a new aggregate based on the results of Department of Bina Marga Aceh on OAC i.e. of 983.94 kg.
PENGARUH KAPUR SEBAGAI STABILIZING AGENT TERHADAP INDEKS PLASTISITAS DAN KUAT GESER LEMPUNG EKSPANSIF MEUNASAH RAYEUK Teuku Julis Syamdiofa; Munirwansyah Munirwansyah; Renni Anggraini
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 4 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i4.12460

Abstract

Clay soil from Desa Meunasah Rayeuk quarry in Kaway XVI,  West Aceh Regency is a land material frequently used for construction of road infrastructure. In this quarry, there are three types of soil based on the color, yellow, red, and gray. The three types of soil have expansive characteristics, so they are not suitable for subgrade.  This unoptimal characteristic can be improved through soil stabilization. One of them by utilizing the reaction of catinonization between lime Ca(OH)2 with the clay soil. Therefore, a research needs to be conducted to find out the characteristics of physical and mechanical properties of the original soil and the effect of cationization of the soil and lime mixture on the soil plasticity index and soil shear strength parameters. Testing is done through mineralogical test and ASTM standard tests that include physical properties, standard compaction, and direct shear strength test. Variations of lime addition are 0%, 3%, 6%, 9%, and 12% of the soil dry weight. The test results show that the addition of lime can reduce the soil plasticity index and increase the shear strength of the soil on some level. At mixing up to 12% lime, the soil plasticity index dropped to 12.93% in yellow clay, 11.12% in red clay, and 16,76% in gray clay. The plasticity index after the addition of 12% lime has not met the minimum plasticity index requirement, ie 11%. The maximum shear strength for yellow clay is obtained at 3% lime, and 6% lime for red and gray clays.
KAJIAN KERUGIAN RISIKO BANJIR PADA SUNGAI KRUENG MEUREUBO Ahmad Zikra Jumhasla Putra; Masimin Masimin; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 2 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i2.10966

Abstract

Krueng Meureubo River is one of the big river through the West Aceh district. Krueng Meureubo River has a length of ± 188 km and a catchment area of 1.632 km2. The aims of this study is to conducting inundation and the value of losses caused by floods in Krueng Meureubo river. The scope of this study includes analysis of rainfall plans, flood discharge plans, and the value of losses caused by floods. Based on data processing at 4 (four) rain stations, the annual maximum annual rainfall is obtained at each station for 10 years. Analyzing the frequency of rainfall data plan is by using several distributions, namely: Distribution Distribution Gumbel Type I, Distribution Distribution Log Pearson Type III, Distribution Normal Distribution and Distribution Log Normal. The results of the distribution test analysis to estimate the magnitude of the flood discharge with a certain repeat period, the rainfall data is closer to a distribution, calculation of Distribution and Smirnov-Kolmogorof test of each station to produce a rainfall plan. Based on the result of the test by using Smirnov-Kolmogorof test shows the suitable distribution is following the Log Pearson distribution III. Analyzing the estimated flood discharge on the Krueng Meureubo catchment area determine with a 2-year, 5-year, 10-year, 25-year, 50-year and 100-year re-period. The peak flood discharge estimated by using Hidrograf Satuan Sistetis  (HSS) Gama I. The inundation area is obtained from the height of the flood from the cross section of the Krueng Meureubo river. The cross section used in this study is the cross section of KN 7 located in Rundeng village, Johan Pahlawan sub district. The value of losses due to floods that occur when the discharge of Q100 year (1,516 m3 / s) is Rp468.098.453.000, - which consists of loss of damage to residents settlements and rice fields.
PENERAPAN SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA (SMK3) (STUDI KASUS PADA PROYEK PRESERVASI DAN PELEBARAN JALAN KOTA TAKENGON – SP. UNING – UWAQ) Tambok Siahaan; Sofyan M. Saleh; Hafnidar A. Rani
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 1 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i1.13465

Abstract

This study aims to determine the level of awareness of workers and project personnel, that is, Company Employees, Supervision Consultants, and Owner and analyze the application of OSHMS in the project of Preservation and Road Widening Project of Takengon City Road - SP. Uning - Uwaq. Data analysis was carried out based on indicators that were grouped into 5 (five) OSHMS dimensions and data processing techniques were carried out by observation and 2 (two) questionnaire stages, that is, questionnaire stage l (one) with direct interviews (open) addressed to key informants and questionnaires 2 (two) directed to all Personnel on the project location. It shows that the majority of human resources at the project location have implemented the OSHMS in accordance with the stipulated provisions and project personnel have been excellent, namely 91.6% of respondents answered the analysis based on the dimensions of responsibility and company commitment has been done, 92.5% of respondents answered that the analysis based on the dimensions of policy and K3 discipline has been implemented, 93.7% of respondents answered that analysis based on dimensions K3 communication and training had been carried out, 94.8% of respondents answered that the analysis based the dimensions of the inspection and investigation of work accidents had been carried out, and 94.8% of respondents answered the analysis based on the evaluation dimensions. It can be proven by the existence of various K3 programs, company commitments, APO Procurement, OSH training, health examination services, and Safety promotions that have been carried out at the project site. 

Page 6 of 21 | Total Record : 201

 4   5   6   7   8 

Filter by Year

2018 2023


Reset
Filter By Issues
All Issue Vol 6, No 1 (2023): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 3 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 2 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 2 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 1 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 2 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 1 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 4 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 3 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 2 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 1 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 4 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 2 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan More Issue