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
iin_indrayani@polsri.ac.id
Editorial Address
Politeknik Negeri Sriwijaya Jurusan Teknik Sipil Jl. Srijaya Negara Bukit Besar Palembang - 30139 Telp: 0711-353414, Fax:0711-355918
Location
Kota palembang,
Sumatera selatan
INDONESIA
PILAR
Published by Politeknik Negeri Sriwijaya
ISSN : 19076975     EISSN : 27222926     DOI : -
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation
Jurnal Pilar adalah jurnal dibidang Teknik Sipil dengan Bidang kajian : Sumber Daya Air Manajemen Rekayasa Geoteknik Struktur Transportasi
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 142 Documents
 11   12   13   14   15 
PENGARUH PEMILIHAN MODEL ANALISIS UNTUK PENANGANAN JEMBATAN M. Ade Surya Pratama; Anggi Nidya Sari; Hendi Warlika Sedo Putra
PILAR Vol. 16 No. 2 (2021): Pilar: September 2021
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

ABSTRAK:Banyak jembatan yang ada saat ini sudah mendekati masa umur layanannya, maka dibutuhkan intensitas pemeriksaan dan penanganan yang lebih intensif lagi dalam menahan laju kerusakan yang terjadi pada masing-masing bangunan atas jembatan. Tujuannya tidak lain meminimalisir dampak terjadinya kerusakan pada elemen-elemen jembatan dan menghindari suatu kegagalan fungsional maupun strukturalnya. Metode Bridge Management System (BMS) dan Analityc Hierarchy Process (AHP) yang sering digunakan untuk pengelolaan jembatan, akan tetapi masih adanya keputusan penanganan yang masih memberikan kesan subjektif dalam penilaiannya.Penelitian ini melakukan studi komperatif yang membandingkan dan mencari pengaruh dari kriteria-kriteria AHP terhadap model penanganan BMS. Analisis penelitian menggunakan statistik deskriptif dan inferensial dari software SPSS-statistics. Tes-tes ini menentukan apakah ada perbedaan yang signifikan secara statistik antar kelompok penanganan dan bagaimana persamaan empiris dalam menghasilkan suatu sistem penilaian pada program penanganan. Hasil Uji-T untuk penanganan rutin dan berkala menempatkan kriteria biaya (0,013), dampak ekonomi(0,035) dan kebijakan (0,032) mempunyai dampak signifikan dimana nilai sig. (2-tailed) nya < 0,05 maka terdapat hubungan antar kriterianya, sedangkan pada rehabilitasi dan penggantian, kriteria kondisi yang paling signifikan dengan nilai sig. (2-tailed) 0,014< 0,05. Sedangkan analisis Anova two way menunjukan nilai F hitung sebesar 2,558 dengan tingkat signifikansi (Sig.) sebesar 0,037 < 0,05. Hasil hipotesis yang menunjukan Ho atau hipotesis nol ditolak, artinya terdapat pengaruh kriteria pada AHP terhadap rekomendasi penanganan yang di pilih dari BMS.Kata Kunci: BMS, AHP, studi komperatif, kriteria penilaian, penanganan jembatan.
Cover, Table of Content, Editor, PILAR SEPT2021 Afandi Sipil
PILAR Vol. 16 No. 2 (2021): Pilar: September 2021
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Cover, Table of Content, Editor, PILAR SEPT2021
PERENCANAAN SISTEM JARINGAN PIPA DISTRIBUSI AIR BERSIH DI KECAMATAN RAMBANG KAPAK TENGAH KOTA PRABUMULIH Anisah Huljanah; Elisa Nopriani
PILAR Vol. 17 No. 1 (2022): Pilar: Maret 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

aBSTRACTRambang Kapak Tengah sub-district is the widest sub-district in Prabumulih city but its clean water services are still insufficient because of the use of well water, rainwater and river water as a local culture. That is why it is really important to re-plan a Distribution Pipe Network System for clean water in Rambang Kapak Tengah sub-district to know how much the water discharge that is needed to fulfill the needs  (of clean water) until 2029. In this planning, the population's projection in the planned year uses the Geometric Method to predict the amount of clean water needed, which will then be used to analyze the discharge of Pipe Network using Hardy Cross Method. From the calculation result, the needs of clean water in Rambang Kapak Tengah sub-district on 2029 with the population of 14989 people reaches 16,2695 liter/second, reservoir's volume is 1385,376 m3. This planning uses a HDPE type pipe with a diameter of 160mm and 110mm, with a planned budget of IDR 30.223.212,000 with the processing time of 125 days. Keywords : Planning, Pipe Network, Clean Water. ABSTRAKKecamatan Rambang Kapak Tengah Kota Prabumulih merupakan kecamatan terluas di Kota Prabumulih namun pelayanan air bersihnya belum memenuhi dikarenakan kebudayaan masyarakat sekitar yang masih menggunakan air sumur, air hujan dan air sungai. Untuk itu sangat penting direncanakan kembali suatu sistem jaringan pipa distribusi air bersih di Kecamatan Rambang Kapak Tengah untuk mengetahui berapa besar debit yang diperlukan agar dapat memenuhi kebutuhan hingga tahun 2029. Dalam perencanaan ini proyeksi jumlah penduduk pada tahun rencana dilakukan dengan menggunakan Metode Geometrik untuk memprediksi jumlah kebutuhan air bersih, yang selanjutnya dipergunakan untuk menganalisa debit jaringan pipa dengan menggunakan Metode Hardy Cross. Dari hasil perhitungan, kebutuhan air bersih di Kecamatan Rambang Kapak Tengah pada tahun 2029 dengan jumlah penduduk 14989 jiwa mencapai 16,2695 liter/detik, volume reservoir sebesar 1385,376 m3. Perencanaan ini menggunakan jenis pipa HDPE dengan diameter 160 mm dan diameter 110 mm, dengan rencana anggaran biaya Rp. 30.223.212,000 dengan waktu pengerjaan 125 hari.Kata Kunci : Perencanaan, Jaringan Pipa, Air Bersih.
The KONTRIBUSI KENDARAAN PRIBADI TERHADAP KEMACETAN JALAN PERKOTAAN (Studi Kasus di Kota Palembang) Yusri Bermawi; A. Latif; Moch. Absor; Nandy Bosky; Ahmad Muji; M. Dian Wahyudi; Windy Permatalia
PILAR Vol. 17 No. 1 (2022): Pilar: Maret 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Palembang City is the capital of South Sumatra Province, which means it is the center of activity for all aspects of the Province of South Sumatra. Therefore, the city of Palembang becomes crowded and congested, especially the traffic flow in Palembang City. As a result, various lints traffic problems have emerged in Palembang City, one of the causes of traffic problems in Palembang City is due to the increasingly massive growth of private vehicles in Palembang City. This study aims to see the extent to which personal contributions to vehicles with road congestion in Palembang City, with traffic races such as volume, speed, and density as indicators to determine the extent to which private vehicles contribute to road congestion in Palembang City, and determine the volume, velocity, and density relationships using the greenshield method.The research method used by making direct observations on Jalan Kol. H. Burlian and Jalan Jendral Sudirman by manual method and the use of video cameras for accuracy of vehicle traffic data, data processing permits or to process data analysis using data obtained from direct observation. From the results of observations and analysis, it was found that the proportion of the volume of private vehicles on Jalan Kol. The total volume of all vehicles was 57.84%, while the percentage of the volume of private vehicles on Jalan Jenderal Sudirman to the total number of vehicles was 65.81%. The average speed of private vehicles on Jalan Kol. H. Burlian is 37.48 km / hour, while the average speed of private vehicles on Jalan Jenderal Sudirman is 33.31 km / hour. The average speed value of private vehicles on Jalan Kol. H. Burlian and Jalan Jenderal Sudirman are both above the average speed value of all vehicles on the two roads. Percentage of private car vehicle density, population density of vehicles on Jalan Kol. H. Burlian amounted to 60.59% of 47.89 pcu / hour, while the proportion of private vehicle density to density.Service level on Jalan Kol. H. Burlian Palembang V / C = 0.44, it includes the level of service level B, while the service level on Jalan Jenderal Soedirman V / C = 0.605, then the level of service is level C.
SISTEM INTEGRASI MENGALIR BERSIH ALAMIAH (SIMBA) NATURAL CLEANING SYSTEM PADA WATER INTAKE PLTU SUMSEL-8 2X660 MW Gusti Anggara; Yuga Prayna Pawitra; Ainal Irham; Yulianto Setiawan; Wan You Jun; Yu Yuan
PILAR Vol. 17 No. 1 (2022): Pilar: Maret 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

ABSTRACTThe South Sumatra 8 2x660MW Mine Mouth Coal Fired Power Plant (CFPP) uses a cooling tower that circulates the water supply system, where the water is sourced from the Enim River near by the location. From the point of view of the location and hydrology and sediment characteristics of the Enim River, combined with the operation of PLN's power plant at the downstream of the Enim River, there are two problems with the water intake of Sumsel 8 Power Plant. The first is the insufficient water supply during the dry season due to the low water level and depth.
PENGARUH ABU SEKAM SEBAGAI PENGGANTI SEBAGIAN SEMEN PORTLAND TERHADAP KUAT TEKAN, KUAT BELAH DAN KARAKTERISTIK BETON Lina Flaviana Tilik; Djaka Suhirkam; Muhammad Salam Bangsawan; Robinson Martianus Silalahi
PILAR Vol. 17 No. 1 (2022): Pilar: Maret 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Currently, research has developed that uses various kinds of additives to improve the quality of concrete, which is of higher quality, but also increases the economic cost of building a construction. This research is a mixture of cement and rice husk ash which is expected to increase the compressive strength of concrete and increase the flexural strength of the concrete. The process of processing husk ash is by filtering using a No. 200 filter. Variations in the percentage of husk ash to the volume of cement in the mixture are rice husk ash 5%, rice husk ash 10%, rice husk ash 15%. The test is carried out within 7 days, 14 days, and 28 days based on SNI 03-2491-2002. The results of this test are the optimum concrete strength value, namely normal concrete variations with an average compressive strength value of 25,078 MPa. And to produce the optimum flexural strength of concrete, normal concrete has an average flexural strength value of 4.392 MPa. So, the results of the research on the compressive strength and flexural strength of concrete with the use of rice husk ash as a cement substitute are lower than normal concrete.
The ANALISIS TINGKAT KERUSAKAN JALAN METODE PCI PADA RUAS JALAN SUNGAI PINANG KABUPATEN BANYUASIN SUMSEL: ANALISIS TINGKAT KERUSAKAN JALAN METODE PCI PADA RUAS JALAN SUNGAI PINANG KABUPATEN BANYUASIN SUMSEL Sazili Harnawansyah; Yusri Bermawi; M. Fauzy Ridwan; Andri Kurniawan
PILAR Vol. 17 No. 1 (2022): Pilar: Maret 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Transportation infrastructure is infrastructure prepared to support the transportation of people. Goods and services using certain transportation modes. Therefore we need an effective and efficient transportation service. One of the important land transportation infrastructures is the road. Road infrastructure that is burdened by high traffic volume and repeatedly causes the pavement layer to experience a decrease in service levels. One of the roads that had decreased and became the object of the chosen research location, namely sungai pinang, banyuasin regency from sta 9+400 – 11+700 due to damage to several road components that hampered the smooth transportation of traffic. This study aims to determine the types and levels of road damage and the value of road pavement conditions so as to determine how to handle them. The method used in this research is the Pavement Condition Index (PCI) method. Where from these methods, after analyzing there are types and levels of road damage, namely Aligator Cracking 1,009%, Block Cracking 0,18%, Crack & Decrease 0,4 %, Depression 1,036%, Edge Crack 0,109%, Long Crack & Transverse Crack 0,837%, Hole 0,48%, Slip Cracking 0,032% and Weathering/Removing Grain 0,038%. Then also obtained an average PCI value of 65,8 in the moderate category (fair) which means it needs to be said that the Structual Improvemen.
PERANCANGAN JEMBATAN TANJUNG ENIM II DENGAN SISTEM BETON PRATEGANG KABUPATEN MUARA ENIM SUMSEL Annadiyah Farah Diba; Vicky Wisma Ria
PILAR Vol. 17 No. 2 (2022): Pilar: September 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

ABSTRACT   Tanjung Enim II Bridge is built with the aim of creating a transportation network that is compatible with Bukit Asam-Tanjung Enim Special Airport in the Mahayung Area; Agroforestry and Silvopastura Area; and Integrated Education Area (Bukit Asam Foundation education area in Mahayung) and transfer of employee entry to the Tambang Air Laya (TAL) mine through the Klawas area. In addition, the breakdown of traffic flow on the Bukit Asam I bridge due to the diversion of employee and work partner access to the mine through the Tanjung Enim II Bridge. So that it will reduce the burden on the Bukit Asam I Bridge considering the bridge's age is more than 20 years.This 81 meters length bridge consists 3 spans of 13,6 meters, 16,6 meters and 50,8 meters with 8,7 meters width. Build  with a prestressed concrete system. Main structure formed of 6 PCI girder beams with 1,85 meters distance between segment. Used a 0,6 meters diameter concrete pile of foundation with 11 meters deep for abutments and 15 meters for pillars.The planning of this bridge is systematic from planning of structure dimension, load analysis, planning of steel, planning of prestressed structure, planning of foundation structure, management project, and estimates cost.   Key word: Bridge, Prestressed, PCI Girder
PENGARUH PENAMBAHAN BAHAN FOAM AGENT DENGAN VARIASI KOMPOSISI BATU KAPUR TERHADAP KUAT TEKAN BATA RINGAN Ahmad Syapawi Syapawi; Kosim Kosim; Ricky Ravsyan; Andriani Effendi; Fitri Apriani
PILAR Vol. 17 No. 2 (2022): Pilar: September 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This research was conducted to determine the effect of limestone substitution on cement on the value of compressive strength and weight of the contents of cellular lightweight concrete (CLC). The method used in this study is to make CLC light brick with limestone substitution as much as 0%, 5%, 10%, and 15% of cement weight. The light bricks that have been curing for 7, 14 and 28 days are then tested to obtain for compressive strength value and weight of the contents of the light brick.The results showed the value of compressive strength CLC light brick 7 days age was 2.0 Mpa, with limestone substitution as much as 5 %, 10 %, and 15 % respectively was 2.2 MPa 2.3 MPa and 4.3 MPa. The normal CLC light brick compressive strength at 14 days of age is 2.6 Mpa, with limestone substitutions of 5%, 10%, and 15% respectively at 3.2 MPa of 3.1 MPa and 4.6 MPa. While the normal CLC light brick compressive strength at 28 days age is 3.3 Mpa, with limestone substitutions of 5 %, 10%, and 15% respectively is 3.3 MPa 3.6 MPa and 5.7 MPa. Furthermore, in the test of light brick content weight age 28 days with successive limestone substitution of 0%, 5%, 10% and 15% obtained results of 867.6 Kg/m3, 1201.6 Kg/m3, 1110.1 Kg/m3, and 1426.1 Kg/m3The minimum compressive strength standard of light brick is 1-15 MPa and the standard of medium strength light brick is 800-1320 Kg/m3 therefore it can be concluded that the light brick that we researched has met the standards and can be used in the manufacture of light bricks on commercial use
ANALISIS PLOT TIME SERIES KOMPONEN NORTH, EAST, DAN UP STASIUN GNSS CORS GMU1 YANG DIIKATKAN TERHADAP TITIK IKAT GPS REGIONAL DI PULAU JAWA DAN PULAU BALI Sri Rezki Artini; Fadhila Firdausa; Citra Dewi
PILAR Vol. 17 No. 2 (2022): Pilar: September 2022
Publisher : Politeknik Negeri Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The development of GNSS technology in Indonesia is so rapid along with the development of modern basic control point systems. In this development, control points are used for reference in positioning. The system is known as the CORS (Constinuosly Operating Reference System). At the UGM Yogyakarta Geodetic Engineering campus, the development of the GNSS CORS station which began in 2009 has continued to operate, namely the GNSS CORS GMU1 station. The method used in this study was the method of binding network to eight regional control points using doy 196 data to doy 202 in 2012. Considering the definition of the GNSS GMU station as a reference control point is very important, it is necessary to redefine and daily accuracy North, East and Up of the station. The purpose of this study was to obtain a daily accuracy value from the station. Wrms value for North component was 1.4 mm, East component was 4 mm and Up component was 6.7 mm.

Page 13 of 15 | Total Record : 142

 11   12   13   14   15 

Filter by Year

2011 2023


Reset
Filter By Issues
All Issue Vol 18 No 2 (2023): Pilar: September 2023 Vol. 18 No. 1 (2023): Pilar: Maret 2023 Vol. 17 No. 2 (2022): Pilar: September 2022 Vol. 17 No. 1 (2022): Pilar: Maret 2022 Vol. 16 No. 2 (2021): Pilar: September 2021 Vol. 16 No. 1 (2021): Pilar: Maret 2021 Vol. 15 No. 2 (2020): Pilar: September 2020 Vol. 15 No. 1 (2020): Pilar: Maret 2020 Vol. 14 No. 2 (2019): Pilar: September 2019 Vol. 14 No. 1 (2019): Pilar: Maret 2019 Vol. 13 No. 2 (2018): Pilar: September 2018 Vol. 13 No. 1 (2018): Pilar: Maret 2018 Vol. 12 No. 2 (2015): PILAR 09012015 Vol. 11 No. 1 (2015): PILAR 05032015 Vol. 10 No. 1 (2014): PILAR 10032014 Vol. 10 No. 2 (2014): PILAR 0902014 Vol. 9 No. 2 (2013): PILAR 09092013 Vol. 8 No. 1 (2013): PILAR 08032012 Vol. 7 No. 2 (2012): PILAR 07092012 Vol. 7 No. 1 (2012): PILAR 07032012 Vol. 6 No. 2 (2011): PILAR 06092011 Vol. 5 No. 2 (2011): PILAR 07032011 More Issue