cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Muhammad Afief Ma'ruf
Contact Email
afief84@gmail.com
Phone
+6281803821373
Journal Mail Official
infoteknik.ftunlam@gmail.com
Editorial Address
Fakultas Teknik Universitas Lambung Mangkurat, Jl. Ahmad Yani Km. 35 Banjarbaru Kalimantan Selatan Telp. (0511)-4773868 Fax. (0511)-4773868
Location
Kota banjarmasin,
Kalimantan selatan
INDONESIA
Info-Teknik
Published by Universitas Lambung Mangkurat
ISSN : 08532508     EISSN : 24599964     DOI : http://dx.doi.org/10.20527
Core Subject : Engineering,
Engineering
Jurnal Info – Teknik menerbitkan artikel – artikel karya orisinil dan signifikan pada Bidang Rekayasa Teknik.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 425 Documents
 23   24   25   26   27 
BATU SPLIT DAN CUTTING BOR UNTUK MATERIAL STEMMING DALAM KEGIATAN PEMBERAIAN BATUAN DENGAN PELEDAKAN Romla Noor Hakim; Nurhakim Nurhakim; Kartini Kartini; Akhmad Ridha
INFO-TEKNIK Vol 17, No 2 (2016): INFOTEKNIK VOL. 17 NO. 2 2016
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v17i2.2501

Abstract

At mining industry usually use blasting method to breaking hard and compact rock. Blasting operation using two types of stemming material such drill cutting and crushed rock or composite of both. Stemming is column at the top of blast hole that filled by its. Length of stemming column and types of stemming materials can influence the result of blasting fragmentation. Longer stemming will produce a boulder while shorter stemming will produce fly rock and the fragment size is too small. Stemming material too soft can cause the blast energy distribution not separated well so the blasting operation achievement is not optimum.This research observed and evaluated the blasting fragment size, boulder, and blasting recovery that occur from mining blasting activity used two types stemming material such drill cutting and crushed stone.The result indicated use of drill cutting material is not strong enough to withstand the blast energy towards to the top of blasting hole then produce fly rock and 26.6 % boulder. Crushed stone material gives the best result for 10.09% boulder and 93% blasting recovery but need more expense for it. The improvement using double deck method with combine stemming material is better and gives the optimum blasting with 8.8% boulder and 91% blasting recovery.    
METODE DAN TEKNOLOGI PELAKSANAAN KONSTRUKSI PELABUHAN JETTY Yuslan Irianie
INFO-TEKNIK Vol 15, No 1 (2014): INFOTEKNIK VOL. 15 NO. 1 2014
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v15i1.229

Abstract

Port is a transport infrastructure plays a major role in promoting the development of an area, where the construction of the jetty port B4 PT. Indocement Tunggal Tbk in Tarjun Kotabaru South Kalimantan is a special port for loading and unloading facilities cement industry which facilitate material transport services and materials production plant. Pre-cast construction technology is an alternative  construction material in port construction in Indonesia, the application of precast concrete technology on the pile structure, beams and slabs are practical for construction of the building above the water.Jetty port facility development project B4 is the development of existing ports on specific ports PT.Indocement units operating in Tarjun Kotabaru. Planned length of 56 meters and a width of 26 meters is equipped with a mooring dolphin on the left and two mooring dolphin on the right side, the planned size of the maximum weight that can anchor ship DWT 10,000 tons. The building dock wharf / quay open construction that partly on land and partly above sea level with a combination of methods and construction technology of pre-cast and cast-in-situ.B4 jetty port implementation method starts from the preparatory work for site clearance and preparation base camp and others - seabed dredging works to create a navigation channel and location of the jetty - the jetty construction work comprises the installation of split stone, tetrapod, seawall to the core layer and strengthening leg continued work dock floor comprising pile foundation, installation of precast concrete, bakesting floor plate, floor plate reinforcement and casting dock floor continued maintenance and demolition bakesting - jobs dock facility comprising fender mounting, bollard, mechanical and electrical. Keywords: jetty, pre-cast and cast insitu
Hidrolisis Karbohidrat dari Sampah Sayur dan Buah dengan Katalisator H2so4 Encer Sebagai Bahan Baku Bioetanol Doni Rahmat Wicakso; Agus Mirwan
INFO-TEKNIK Vol 9, No 2 (2008): INFOTEKNIK VOL. 9 NO. 2 2008
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v9i2.1748

Abstract

Bio-ethanol is an alternative motor fuel which environmental friendly and renewable because it can be produced from plants containing sugar, starch, and cellulose. Generally, bio-ethanol production consists  of hydrolysis process to produce sugar and fermentation process to produce ethanol. This research was to study process of carbohydrate hydrolysis of fruit and vegetable wastes by dilute sulfuric acid solution. The product of sugar solution was expected to be used as raw material of bioethanol production. The variable of experiment is temperature between 393 – 493 K. The experiment was run with 600 ml sulfuric acid 0,5 % (volume) and one hundred gram of polysaccharide waste in an autoclave. The autoclave was closed prefectly, heated and shaked.  When it reached 373 K, the time was taken as zero and sample of about 10 ml was taken. After reached desired temperature, the temperature was kept constant.  During the process, every 5 minutes, samples were taken and then be analyzed its sugar concentration by Fehling methods. The homogenous kinetics model of fist orde was used to study kinetics in this experiment. 
Generating A Bus Route Origin-Destination Matrix From On-Off Data (Rute Terminal Bungurasih- Pelabuhan Tanjung Perak Surabaya) M. Arsyad
INFO-TEKNIK Vol 2, No 1 (2001): INFOTEKNIK VOL. 2 NO. 1 2001
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v2i1.447

Abstract

Angkutan umum adalah  suatu bagian yang tidak terpisahkan dari sistem transportasi kota. Peningkatan jumlah penduduk khususnya di kota surabaya harus dibarengi dengan peningkatan sarana dan prasanara transportasi kota. Sarana transportasi kota ini yaiut angkutan kota yang berfungsi mengumpulkan dan mendistribusikan penumpang yang mempunyai kebutuhan akan pergerakan. Penelitian ini bertujuan membentuk matrik asal tujuan (MAT) penumpang bus antar zona untuk rute yang telah ditentukan, memperkirakan matrik asal tujuan penumpang antar zona dalam kawasan studi dan mencari load factor dari rute bus. Pembahasn ini mengambil studi kasus pada rute terminal bungurasih – pelabuhan tanjung perak surabaya.Hasil yang didapatkan load factor maksimum (Lfmaks) = 1,30 dan load factor rata-rata (LF( rata-rata) =0,907 dengan jumlah space penumpang yang melewati suatu titik selama satu jam (Co) =321 penumpang.
ANALISIS TEORITIS LAYER METHOD DAN EKSPERIMENTAL PERKUATAN BALOK BETON BERTULANG MENGGUNAKAN TULANGAN LONGITUDINAL DENGAN SELIMUT MORTAR Nursiah Chairunnisa
INFO-TEKNIK Vol 12, No 1 (2011): INFOTEKNIK VOL. 12 NO. 1 2011
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v12i1.1781

Abstract

Strengthenning and Retrofitting methods already had applicated in buildings. Beam is One of structure elements can be strengthenned  in  order to maintain efficient serviceability structure that can be caused change of function from structures likes overloading or lack of quality control at construction so it can fulfill the code of structures to day and future.  This research had to know about effectiveness strengthening methods of reinforced concrete beams using longitudinal compression and tension reinforcement with jacketing mortar as flexural strengthening  and had to know effectiviness of theoritical methods for interpreting result . In this research specimen models consist of  four specimens: one was control beam (BK), one was monolith beam (BM) and one was strengthened beam (BP)without bonding agent and BP2 was strengthenned beam with bonding agent . All beams were tested under 2-point loading midspan as flexural load and also instrumented for the measurement of mid-span deflection and crack pattern. Test result were  compared to analytical method and program computer based layer method (software Response-2000). The result shows performanced of Response-2000 as layer method an theoritical methods provided equal performances if compared with experimenta method. It can be shown that the percentags  of  Ultimate Load between Response 2000 with experimental method was 107 % -109% for BK, 110,42-111,40% for BM , 83,77% - 83,81% forBP1 dan 87,66-87,70 for BP2. Failure patterns of the control beam (BK) and monolithical beam (BM) were flexural while the strengthened beams had debonding. At this researched, an analythical method (Response-2000)also presented equal performance at failure patterns. It can be shown two specimens (BK and BM) were flexural failured an others (BP1 and BP2) were debonding failured too.
Performance Jalan Menggunakan Urugan Biasa dengan Perkuatan Geotekstil di Atas Tanah Lunak Muhammad Arsyad
INFO-TEKNIK 2015: Prosiding Semnas Teknik Sipil 2015
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v0i0.3040

Abstract

Banjarmasin dan daerah sekitarnya, kondisi wilayah yang keadaan tanah dengan daya dukung rendah, karena daerah terendam dan tanahnya sangat lunak. Kerusakan jalan yang lebih cepat pada kondisi tanah dasar lunak. Pada umumnya urugan menggunakan urugan biasa. Tapi umumnya dengan urugan di atas tanah lunak ini, jalan akan rusak dengan cepat, biaya maintenance tinggi. Diperlukan waktu antara 5-10 tahun baru badan jalan mulai stabil.  Sudah ada contoh di tempat lain, urugan dengan material pilihan diperkuat dengan geotextile ternyata membuat badan jalan lebih stabil dan tahan lama, maintenance relatif rendah, tapi dengan menggunakan material pilihan dari lokasi lain, akan memerlukan biaya (transportasi, waktu), menimbulkan masalah lingkungan, dan juga kesulitan mendapatkan material.
KALIBRASI NILAI KEKASARAN MANNING PADA SALURAN TERBUKA KOMPOSIT (KERIKIL-KACA) TERHADAP VARIASI KEDALAMAN ALIRAN (KAJIAN LABORATORIUM) M. Kamil; M. Baitulah Al Amin; Reini S. Ilmiaty
INFO-TEKNIK Vol 15, No 2 (2014): INFOTEKNIK VOL. 15 NO. 2 2014
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v15i2.220

Abstract

Roughness channel factor, widely known as Manning’s value, is an important parameter in open channel flow analysis. For channels with different material composition or composite channels, determination of Manning’s values becomes difficult enough to be done. This study aimed to investigate how flow depth variations affect  Manning’s values of composite channel. The research was done by examining and calibrating the Manning’s values for glass sided flume with gravels on the bed of channel, namely gravel-glass channel . The observation of water surface profiles and flow velocities used  five variation of flow depths in the upstream with a weir in the downstream of channel (0.4 m , 0.35 m , 0.3 m , 0.25 m , 0.2 m) and also without a weir. The channel had a rectangular cross section with a width of 0.3 m and  bed slope 0.0001. The calculation of water surface profiles for composite channel used direct step method. The results pointed out that the Manning’s value of  gravel-glass channel was grealyt influenced by water surface profiles along the channel. For Mild 1 (M1) profile, Manning’s value became smaller as decreasing of flow depths, while for M2 profile, Manning’s value became greater as decreasing of flow depths. Key words: Manning’s coefficient equivalent, composite channel, direct step method, water surface profie simulation
KOLOM BETON PRACETAK SEBAGAI ALTERNATIF KOLOM ULIN PADA PERUMAHAN DI BANJARMASIN Nursiah Chairunnisa; Ulfa Fitriati
INFO-TEKNIK Vol 6, No 2 (2005): INFOTEKNIK VOL. 6 NO. 2 2005
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v6i2.1680

Abstract

In general housing construction inBanjarmasincan be classified in three type : that is wood construction house, concrete construction and wood construction  with brick wall. Special for the a wood construction house have brick wall, generally used column from ulin wood. But from some assessment reason and construction limitation by ulin wood this time, hence in this research try to give scheme alternative with usage precast concrete column at wood construction house have brick wall in BanjarmasinIntention of this research is to study elegibility of ulin column replacement with precast concrete column cover the nature of technical and execution phase making of precast concrete column. Concrete precast column which used in this scheme of designed as according to ulin column dimension to be replaced with by virtue of structural reason, egreement with other element .In research aim to analyze that construction house with competent and valid precast concrete column to be utilized and weared in practice in the place of ulin column. Validasi Elegibility of usage precast concrete column evaluated from some aspect covering assessment about and desain strength of pracetak concrete column at the time of comparison and scheme strength of ulin column with precast concrete column.
Simulasi Pembebanan Gaya Angin pada Baliho Berdasarkan Kode Pembebanan Peraturan Muatan Indonesia dan British Standard BS6399 Arie Febry Fardheny
INFO-TEKNIK Vol 8, No 2 (2007): INFOTEKNIK VOL. 8 NO. 2 2007
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v8i2.1729

Abstract

This simulation show 2 major problems, first about wind force in Indonesia loading code, 1970 which is older and no revision. Second, about signboard design for wind force in Indonesia loading code and British loading code, which is British code using envirotment, location and  elevation for wind force. Model Simulation are one leg signboard (baliho type) and two leg signboard. This simulation using finite element software. Result show a lower wind force than British code, which might to consider a revision for Indonesia wind force code. Another result show that deflection in one leg signboard is large if there always a maximum than code . This is a reason why two leg is now use in Banjarmasin. 
ANALISIS HASIL POTONG PLAT BAJA PADA GUNTING TUAS DENGAN VARIASI CLEARENCE DAN SUDUT POTONG PISAU R. N. Akhsanu Takwim; Subagiyo Subagiyo
INFO-TEKNIK Vol 18, No 1 (2017): INFOTEKNIK Vol. 18 No. 1 2017
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v18i1.3877

Abstract

Often the cut side of the plate pieces on the lever scissors is not good (distortion occurs). This is due to the incompatibility of cutting variables, such as clearance and cutting angle of both scissors knife. The extent to which the effect of the clearance and the cutting edge of the scissor knife on the cutting of the steel plate is to be studied to obtain the appropriate cutting parameter as reference in the slashing work of the plate with the lever scissors.This research is aimed to know the proper clearance and cutting angle for various variations of steel plate thickness. The thickness of the steel plate as a specimen of the test specimens was of a size 1.61 mm, 2.63 mm, 3.85 mm, 4.95 mm and 5.39 mm, respectively. While the variation of cutting angle of scissor knife include: 75o, 77,5o, 80o, 82,5o and 85o.The test results showed that cutting of 1.61mm thick steel plate with 0.5 mm clearance and 77,5o cutting angle resulted in good cuts with 45% incision depth. On steel plates with thickness of 2.63mm and 3.85mm, the best cut results at 1mm clearance and cutting angle of scissors knife 77,5o, where the depth of incision successively reached 35% and 25%. For thick plates 4.95 mm and 5.39 mm, the best results of the incision depth were respectively 20% and 18% on clearance 2 mm and cutting angle 82,5o.

Page 25 of 43 | Total Record : 425

 23   24   25   26   27 

Filter by Year

2000 2025


Reset
Filter By Issues
All Issue Vol 26, No 2 (2025): INFOTEKNIK VOL. 26 NO. 2 DESEMBER 2025 Vol 25, No 2 (2024): INFOTEKNIK VOL. 25 NO. 2 DESEMBER 2024 Vol 25, No 1 (2024): INFOTEKNIK VOL. 25 NO. 1 JULI 2024 Vol 24, No 2 (2023): INFOTEKNIK VOL. 24 NO. 2 DESEMBER 2023 Vol 24, No 1 (2023): INFOTEKNIK VOL. 24 NO. 1 JULI 2023 2023: PROSIDING SEMNAS TAHUNAN X 2023 Vol 23, No 2 (2022): INFOTEKNIK VOL. 23 NO. 2 DESEMBER 2022 Vol 23, No 1 (2022): INFOTEKNIK VOL. 23 NO. 1 JULI 2022 Vol 22, No 2 (2021): INFOTEKNIK VOL. 22 NO. 2 DESEMBER 2021 Vol 22, No 1 (2021): INFOTEKNIK VOL. 22 NO. 1 JULI 2021 Vol 21, No 2 (2020): INFOTEKNIK VOL. 21 NO. 2 DESEMBER 2020 Vol 21, No 1 (2020): INFOTEKNIK VOL. 21 NO. 1 JULI 2020 Vol 20, No 2 (2019): INFOTEKNIK VOL. 20 NO. 1 DESEMBER 2019 Vol 20, No 1 (2019): INFOTEKNIK VOL. 20 NO. 1 JULI 2019 Vol 19, No 2 (2018): INFOTEKNIK VOL. 19 NO. 2 DESEMBER 2018 Vol 19, No 1 (2018): INFOTEKNIK Vol. 19 No. 1 Juli 2018 Vol 18, No 2 (2017): INFOTEKNIK VOL. 18 NO.2 2017 Vol 18, No 1 (2017): INFOTEKNIK Vol. 18 No. 1 2017 Vol 17, No 2 (2016): INFOTEKNIK VOL. 17 NO. 2 2016 Vol 17, No 1 (2016): INFOTEKNIK Vol. 17 No. 1 2016 2016: Prosiding Semnas Teknik Sipil 2016 Vol 16, No 2 (2015): INFOTEKNIK VOL. 16 NO. 2 2015 Vol 16, No 1 (2015): INFOTEKNIK VOL. 16 NO. 1 2015 2015: Prosiding Semnas Teknik Sipil 2015 Vol 15, No 2 (2014): INFOTEKNIK VOL. 15 NO. 2 2014 Vol 15, No 1 (2014): INFOTEKNIK VOL. 15 NO. 1 2014 Vol 14, No 2 (2013): INFOTEKNIK VOL. 14 NO. 2 2013 Vol 14, No 1 (2013): INFOTEKNIK VOL. 14 NO. 1 2013 Vol 13, No 2 (2012): INFOTEKNIK VOL. 13 NO. 2 2012 Vol 13, No 1 (2012): INFOTEKNIK VOL. 13 NO. 1 2012 Vol 12, No 2 (2011): INFOTEKNIK VOL. 12 NO. 2 2011 Vol 12, No 1 (2011): INFOTEKNIK VOL. 12 NO. 1 2011 Vol 11, No 1 (2010): INFOTEKNIK VOL. 11 NO. 1 2010 Vol 10, No 1 (2009): INFOTEKNIK VOL. 10 NO. 1 2009 Vol 9, No 2 (2008): INFOTEKNIK VOL. 9 NO. 2 2008 Vol 8, No 2 (2007): INFOTEKNIK VOL. 8 NO. 2 2007 Vol 8, No 1 (2007): INFOTEKNIK VOL. 8 NO. 1 2007 Vol 7, No 2 (2006): INFOTEKNIK VOL. 7 NO. 2 2006 Vol 7, No 1 (2006): INFOTEKNIK VOL. 7 NO. 1 2006 Vol 6, No 2 (2005): INFOTEKNIK VOL. 6 NO. 2 2005 Vol 6, No 1 (2005): INFOTEKNIK VOL. 6 NO. 1 2005 Vol 5, No 2 (2004): INFOTEKNIK VOL. 5 NO. 2 2004 Vol 5, No 1 (2004): INFOTEKNIK VOL. 5 NO. 1 2004 Vol 4, No 2 (2003): INFOTEKNIK VOL. 4 NO. 2 2003 Vol 4, No 1 (2003): INFOTEKNIK VOL. 4 NO. 1 2003 Vol 3, No 1 (2002): INFOTEKNIK VOL. 3 NO. 1 2002 Vol 2, No 1 (2001): INFOTEKNIK VOL. 2 NO. 1 2001 Vol 1, No 1 (2000): INFOTEKNIK VOL. 1 NO. 1 2000 More Issue