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JURNAL TEKNIK SIPIL UNAYA
Published by Universitas Abulyatama
ISSN : 2407733X     EISSN : 24079200     DOI : https://doi.org/10.30601/jtsu
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology
JURNAL TEKNIK SIPIL UNAYA merupakan wadah bagi seluruh peneliti, pengambil kebijakan, perencana dan pelaksana konstruksi untuk saling berbagi dalam perkembangan pengetahuan dan teknologi di bidang konstruksi dan perencanaan lainnya. Frekuensi terbit dua kali setahun pada bulan Januari dan Juli.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 4 Documents
 1 
Search results for , issue "Vol 4, No 2 (2018): Juli 2018" : 4 Documents clear
Analisis Kebutuhan Sumur Resapan Sebagai Salah Satu Upaya Dalam Mereduksi Banjir Genangan Meliyana Meliyana; Ichsan Syahputra; Helwiyah Zain; Antoniadi Zal
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.34

Abstract

Impermeable land in a region can not absorb rain water, so that rain water becomes run off and cause flood inundation. Absorption wells function to accommodate and absorb rain water into the soil. The purpose of this study to know the value of soil permeability, determine the dimensions and number  of absorption wells in reducing flood. The study was conducted at Elementary School 1 Pulo Ie Kabupaten Nagan Raya with area of 1500 m2 and the number of buildings as many as 4 units. The absorption well planning refers to regulation of the Minister of Public Works 11/PRT/M/2014. The data used in the planning form average daily rainfall, flood volume, soil permeability value, runoff coefficient value, depth of ground water level and wide field of cistern. The result of analysis obtained maximum daily rainfall average maximum (R) equal to 36,25 mm/day, volumes of flood (Vab)  11,552 m3, cistern area  497 m2, runoff coefficient value of 0.75 and soil permeability value (K) 0.009725 cm/sec or 8.40 m/day. Rectangular Absorption wells with depth of well (H) 1.60 meters and base well (L) width 1.20 meters. The number of absorption wells required 5 units. Thus, the flood of inundation at the Elementary School 1 Pulo Ie can be accommodated by the absorption wells, so that the flood of inundation can be overcome.       
Analisis Anggaran Biaya dan Waktu Optimal dengan Metode Least Cost Sheduling Muhammad Ridha; Ulil Mustika Musakkir
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.35

Abstract

Cost Scheduling aims to shorten project completion time and look for optimal project schedules using direct, indirect and minimal total costs. This research was conducted on the rehabilitation project of the Lawe alas sub-district office in the Southeast Aceh sub-district. Least. This research was conducted to determine the suitability of physical work in the field with the planning schedule, to find out the optimum amount of time in the project and to know the comparison between the normal costs and costs after the project has accelerated. The calculation results show the normal project implementation time is 182 days with a normal charge of Rp. 160.151.592,33 by adding 1 hour additional working hours hence can speed up time as much as 12 days with additional cost equal to Rp. 2,564,736.09. By adding 2 hours additional hours working hours can accelerate as much as 23 days with an additional cost of Rp. 33.460.241,48. By adding 3 hours additional hours working hours can accelerate as much as 33 days with an additional charge of Rp. 64.355.746,88. By adding 4 hours additional hours working hours can accelerate as much as 42 days with an additional charge of Rp. 95.251.252,27..
Identifikasi Kerusakan Dinding Penahan Tanah Sungai Siak (Studi Kasus Kecamatan Tualang Kabupaten Siak) Fitridawati Soehardi; Marta Dinata
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.32

Abstract

This study aims to identify the problem of damage to retaining walls on the banks of the Siak River, Tualang District, Siak District. The implementation of this research uses the method of direct observation in the field and the method of direct interviews with the community around the research location. The results of the data obtained are presented in the form of images of damage to the retaining wall. Conditions of Siak River Displacement, Tualang District, Siak Regency Shows a high level of damage both on the banks of natural rivers and those that have been given cliff protection. Some locations experience abrasion and erosion processes, especially in areas that are still natural. Damage to Siak Riverbanks is caused by natural factors and anthropogenic factors. Natural factors can be strong currents and waves caused by community transportation activities and factories around the Siak River environment. So that it can result in abrasion, damage to ecosystems, and damage to cliff safety buildings. While the Anthropogenic Factor is the behaviour of the community and the factory around Sungai Siak which does not comply with regional regulations and the applicable rules.
Analisis Tarif Angkutan Umum Berdasarkan Biaya Operasi Kendaraan Muhammad Zardi; Meliyana Meliyana; Defi Mahdiahinda
Jurnal Teknik Sipil Unaya Vol 4, No 2 (2018): Juli 2018
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v4i2.33

Abstract

The aim of this study is to analyze the Vehicle Operational Cost (VOC) and tariff based on the calculation of VOC and compare with the prevailing tariff in Blang Pidie-Banda Aceh route. Primary data was carried out by surveys, among others, physically survey of the vehicles, number of vehicles and passengers, and investigation survey. Secondary data was obtained from the relevant government institutions. The results of the analysis showed that the average passenger load factor of the inter-city transportation route of Blang Pidie-Banda is 56.25%. The average tariff set by the government is Rp. 106,500/passenger, the average tariff calculated by VOC for Blang Pidie-Banda Aceh route is Rp. 114,014/passenger, while the average rate applied in the field is Rp. 125,000/ passenger. The calculation of Cost of Production (COP) is Rp. 103,649/passenger-km. While the ability to pay (ATP) of the public transport services users is Rp. 208,333. Tariffs based on Vehicle Operating Cost (VOC) are smaller than the prevailing rates in the field and the rates applicable in the field are also higher than the rates set by the local municipality.

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