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Perancangan Interior Loving Hut di Surabaya Wibisono, Gunawan
Intra Vol 3, No 2 (2015): Desain Interior 2014/2015
Publisher : Intra

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Abstract

Many people begins to realize the importance of health. Especially in terms of food which has become one of the causes of disease sources. People began to switch to air-vegetarian Decreases the risk of disease. Loving Hut is a special restaurant that serves vegetarian food. In which the restaurant in Surabaya is still limited in number and needs to be developed to meet the needs of the people.4
Ketahanan Gambut Terstabilisasi Semen Dan Kapur Terhadap Kebakaran Menggunakan Pendekatan Variasi Kadar Air Juliasman, Rendy Dwi; Muhardi, Muhardi; Wibisono, Gunawan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 1 Januari s/d Juni 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

A peatland is an area with naturally accumulated decayed organic materials (peat) at the surface. Riau Province has the largest peatlands in Sumatra i.e. 56.1% from the total peatlands in Sumatra. Peat fires have been many times occurred in Indonesia. Stabilization proven to preverent peat fire in Malaysia. Most common available stabilization materials are cement and lime. Research conducted by Zamzam (2017) showed that peat mixed with 5% lime and 15% cement at 100% moisture content, could increase its strength and became less combustible. This research attempts to correlate the mechanical properties of peat that stabilized with cement and lime at various water contents, and its burning resistance. Several water contents applied were 51.52%, 76.77%, 81.82%, 102.02%, 107.07%, and 112.12%. The burning tests were not conducted on sample of 51,52 % water content. The result showed that the optimum strength of stabilized peat mixtures achieved at water content of 76,77%, which had UCS and soaked CBR value of 97.35 kPa and 16,23%, respectively. The burning test showed that the higher the water content, the delay combustible the peat sample,however the mechanical test and burning tests showed the opposite results.Keywords: peat fire, cement, lime, CBR, and UCS.
Perencanaan Tebal Lapis Tambah (Overlay) Dengan Perbandingan Metode PD T-05-2005-B Dan Manual Perkerasan Jalan Nomor 02/M/BM/2013 Iskandar, Iskandar; Wibisono, Gunawan; Elianora, Elianora
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Directorate General of Highways has issued many rules and guidelines in plotting the added layer thickness. These guidelines and rules continue to be improved and refined by DGH. Thisresearch will be discussed with the thickness of layers added by doing comparison method of Pd T-05-2005-B and Road Pavement Design Manual No. 02 / M / BM / 2013. The result of theanalysis showed that the accumulated equivalent value of sunburst standard of 10 years old age of 6,546,500.63 ESA. Differences in seasonal and temperature correction factors make theresult of the thickness of the layers added by two different methods. The result for thick layer added method Pd T-05-2005-B equal to 13,0 cm while for Road Pavement Design Manual No.02 / M / BM / 2013 equal to 8,6 cm.Keywords : Benkelman Beam, deflection, overlay
Perancangan Quadband BPF dengan Komponen Lumpeduntuk Sistem m-BWA Wibisono, Gunawan; Simanjuntak, Daniel; Kurniawan, Taufiq Alif
Jurnal Elektronika dan Telekomunikasi Vol 13, No 2 (2013)
Publisher : Indonesian Institute of Sciences

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (626.254 KB) | DOI: 10.14203/jet.v13.47-54

Abstract

Ada banyak teknologi mobile broadband wireless access (m-BWA) yang saat ini digunakan, agar bisa mencakup seluruh teknologi m-BWA yang ada dalam sebuah perangkat maka diperlukan teknologi multiband . Salah satu komponen penting yang mendukung perkembangan teknologi m-BWA adalah bandpass filter (BPF), yang berfungsi untuk memilah-milah dan mengisolasi band yang spesifik dari interferensi pada transceiver radio frequency (RF). Pada penelitian ini akan dirancang quadband BPF yang beroperasi pada frekuensi tengah 950 MHz dan 1,85 GHz untuk aplikasi GSM, 2,35 GHz untuk aplikasi WiMAX, dan 2,65 GHz untuk aplikasi LTE secara simultan. Rangkaian quadband BPF dibangun dan dikembangkan dari konsep dualband BPF dengan menambahkan sejumlah cross coupling pada inductive coupling BPF tersebut untuk menghasilkan zero pada frekuensi tertentu yang diharapkan menggunakan komponen lumped. BPF yang dirancang memiliki spesifikasi, input return loss (S11) < -10 dB, insertion loss (S21) > -3 dB, dan voltage standing wave ratio (VSWR) antara 1 – 2, dan group delay kurang dari 10 ns. Perancangan dilakukan menggunakan perangkat lunak Advance Design System (ADS) dan kemudian difabrikasi berbasis printed circuit board (PCB). Hasil simulasi BPF menunjukkan kinerja quadband BPF memenuhi kriteria perancangan sedangkan hasil fabrikasi mengalami pergeseran.
Perbandingan Metode Bina Marga Dan Metode PCI (Pavement Condition Index) Dalam Penilaian Kondisi Perkerasan Jalan (Studi Kasus : Simpang Lago - Simpang Buatan) Copricon, Deby Elfi; Wibisono, Gunawan; Sandhyavitri, Ari
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

There are methods that can be used to evaluate pavement conditions, such as Bina Marga and PCI (Pavement Condition Index) methods. In the Bina Marga method, the determination of road condition values are done by summing numbers and values of damage conditions, while PCI method is based on type, rate and area of distresses. This study attempts to compare the two methods in determining a road segment pavement condition (i.e. segment of Simpang Lago to Simpang Buatan, Riau). The road segment was divided into 6 sub segments. Primary data obtained from field surveys and secondary data were used. The priority of pavement maintenance actions was ranked from 0 to 7 for Bina Marga method, and from 0 to 100 for PCI method. The comparative analysis showed different results between the two methods in terms of pavement condition values and maintenance actions. Based on each method’s pavement condition rank, the condition values of the sub segments were 9, 10, 10, 10, 9, 10 for Bina Marga method which all needed for routine maintenance. The PCI method gave larger range of condition values, i.e. 82, 79, 57, 28, 28,and 27.keywords :pavement condition,bina marga, PCI
Stabilisasi Tanah Gambut Dengan Kapur Dan Abu Terbang Untuk Mengurangi Kebakaran Lahan Toni, Afriwan; Muhardi, Muhardi; Wibisono, Gunawan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Fires in peat land in Riau Province commonly happened in the dry season and the water level of peat land was low. To reduce the risk of fires in peat soil can be implemented with the solidification and stabilization. Stabilization of peat soil by used additive ingredients such as chalk (CaCo3) and fly ash was one method of soil stabilization. The Additive ingridients could improve the technical properties and filled the voids in the peat soil was reduced. This research was aimed to determine the optimal composition content of chalk and fly ash to the stabilization of burning peat soil. The optimum water content for compaction was range between 100% and 160%, Hadijah (2006) in Ilyas (2008). Based on literature, this research using 100% water content for compaction. The pure peat soil was burned at the optimum water content and temperature obtained burning point at 72 °C within 4 minutes. After peat stabilization with fly ash 15% and 5% CaCO3, burning point was much longer to 94 °C within 34 minutes. Higest point of ash happened on peat soil with fly ash 15% and CaCo3 5% with a temperature of 206 °C and within 59 minutes. Meanwhile, ingredient content such as peat soil+ 5% CaCo3 + 10% fly ash, peat soil + 5% caco3 + 5% fly ash, and on pure peat soil has a short time. It was because the fly ash and chalk can be reduced the burning process time.Keywords: Peat Soils, Fly Ash, Chalk, Burning Point, Ash Point
Karakteristik Tanah Gambut Yang Distabilisasi Terhadap Pebakaran Z, Harist Febrie R; Muhardi, Muhardi; Wibisono, Gunawan
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Peat is a soft organic soil formed from the decomposition of plants caused by several factors.  The largest peatland area in Indonesia located in Sumatra island. And 60,08% orapproximately 3.867.413 hectares of peatlands of Sumatra island located in Riau Province (Agency for Agricultural Research and Development of the Ministry of Agriculture, 2011). In the dry season on peatlands in Riau frequent fires. One among the method to reduce the risk of peat fires are compaction and stabilization. A stabilizing agent selected is limestone (CaCO3) and Porland Composite Cement(PCC). The purpose of this study to determine the optimum composition lime and cement to the stabilization of burning peat. Optimum moisture content was taken 100% based on Hadijah(2006) in Octriyana (2010). In UCS test, the highest percentage increase occured in variations Peat+5%CaCO3+15%PCC is equal to 59,44% from the value of q¬u pure peat soils. In CBR test, the highest percentage valueobtained in variation Peat+5%CaCO3+15%PCC is equal to 100,17% of CBR pure peat. While in burning process, peat with additive has a burning point and ash point more longerthan pure peat. With the additon of lime(CaCO3) and PCC cement, it can slow combustion process.Keywords: Peat Soils, PCC Cement, CaCO3,CBR, UCS,Burning Point, Ash Point
Pemanfaatan Limbah Oil Sludge Untuk Campuran Beraspal Jenis Lataston (Lapis Tipis Aspal Beton) Dengan Pengujian Marshall Putra, Gia Nugraha; Wibisono, Gunawan; Malik, Alfian
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Riau Province is well-known for its petroleum industry. The exploration and production activities of the industry produce waste products which potentially contaminate the environment. One of the petroleum waste is oil sludge. Based on the PP 101 2014, oil sludge is categorized as hazardous and toxic waste (B3) that must be processed before disposal. This study aims to investigate the potential of oil sludge as a partial replacement of asphalt in Hot Rolled Sheet-Wearing Course (HRS-WC). In this study the variation of oil sludge addition was 0%, 4%, 6% and 8% of the weight of asphalt. The addition of oil sludge decreased the optimum asphalt content (OAC) and increased the unit weight of the asphalt concrete mixture. This is caused by the fine grains contained in the oil sludge. Based on the Marshall characteristics test results, the maximum allowable content of oil sludge that could be used was 4% with 6.43% of OAC and 1,231 kg of average stability value which satisfied the specifications of Bina Marga 2010 Revision 3.Keyword : oil sludge, asphalt concrete, HRS-WC, Specification of Bina Marga 2010 Revision 3
Analisa Perbaikan Sub-Grade Runway Lapangan Terbang dengan Metode Vertical Drain (Studi Kasus Bandara Tempuling di Tembilahan, Propinsi Riau) Sandhyavitri, Ari; Wibisono, Gunawan; Juniati, Sri; Rioputra, M. Dian
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 3, OKTOBER 2008
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (375.269 KB) | DOI: 10.14710/mkts.v16i3.3697

Abstract

Soil stabilization for the runway sub-grade in Tampuling Airport, Tembilahan, Riau province is required as the existing soil is in the grouped of peat or soft soil. The compressibility rate of this soil is very height, with the depth of the soft soil of more than 30 meters from its surface. Based on “the worst case scenario” without any soil stabilization treatment, it was estimated that the soil consolidation rate would be 1.7 metre within 20 years period of settlement. In order to speed up consolidation process, the vertical drain method was applied. Design of pre loading technique as well as the calculation of distance between vertical drains is then demonstrated in this paper. It was estimated that the depth of vertical drain would be 18 metres, with the distance between vertical drains is 1.2 metres each; height of pre loading is 4.5 metres. With these design parameters, it was expected that the settlement process would be accelerated by 40 folds (235 months to become 6 months period). Keywords: Vertical Drain, Pre-Loading, Settlement, Consolidation, Sub-Grade. ABSTRAK Perbaikan sub-grade untuk menopang perkerasan lentur runway bandara Tampuling di Tembilahan, Propinsi Riau perlu dilakukan karena sub-grade nya terdiri atas lapisan tanah gambut dan tanah lunak. Tanah ini mempunyai kriteria sebagai tanah dengan tingkat kompresibilitas tinggi mencapai kedalaman 30 m. Berdasarkan skenario terburuk, setelmen konsolidasi tanpa ada perbaikan tanah (sub-grade) akan terjadi sebesar 1,7 meter dalam 20 tahun (235 bulan). Upaya untuk mempercepat konsolidasi dilakukan dengan memasang drainase vertikal (vertical drain). Perencanaan tinggi pre-loading, dan spasi drainase vertikal berikut kedalamannya mempengaruhi proses kecepatan konsolidasi dianalisa. Hasil perencanaan yang diusulkan adalah sebagai berikut; (i) kedalaman drainase vertikal = 18 m;(ii) spasi antar drainase = 1,2 m; dan (iii) tinggi preloading = 4,5 m. Setelmen yang direncanakan dapat dipercepat sebesar 40 kali dari semula 235 bulan menjadi sekitar 6 bulan.Kata Kunci : Drainase Vertikal, Preloading,  Setelmen, Konsolidasi, Tanah Dasar/Sub-gradePermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3697[How to cite: Sandhyavitri, A., Wibisono, G., Juniati, S. dan Rioputra, M.D. (2008), Analisa Perbaikan Sub-Grade Runway Lapangan Terbang dengan Metode Vertical Drain (Studi Kasus Bandara Tempuling  di Tembilahan, Propinsi Riau), Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 3, pp. 231-242]
AUDIT TATA KELOLA TEKNOLOGI INFORMASI PADA PERGURUAN TINGGI MENGGUNAKAN COBIT 5 FOKUS PROSES PELAYANAN Arif Amrulloh; Gunawan Wibisono; Agus Rakhmadi Mido; - Suhirman
Jurnal Ilmiah KOMPUTASI Vol 19, No 1 (2020): Maret
Publisher : STMIK JAKARTA STI&K

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Abstract

Perguruan tinggi merupakan tempat menimba ilmu dan tempat bagi mahasiswa untuk membekali diri dengan berbagai keterampilan dan keahlian sesuai dengan minat dan bakat yang diinginkan, dan sebagai sebuah institusi yang menyelenggarakan pendidikan membutuhkan dukungan teknologi informasi. Perguruan tinggi pada penelitian ini merupakan perguruan tinggi yang sudah menerapkan sistem informasi yang terintegrasi dengan semua unit dan hampir semua proses administrasi akademik sudah ada dalam satu aplikasi. selain sistem informasi, sarana prasarana pendukung teknologi informasi seperti jaringan, server, web dan aplikasi pendukung lainya juga membutuhkan pelayanan karena dalam ruang lingkup teknologi selain pengembangan dan perawatan, pelayanan juga menjadi bagian penting yang harus diperhatikan. Untuk mengetahui apakah pelayanan yang diberikan sudah baik dan sesuai standar perlu dilakukan audit, framework cobit 5 akan digunakan untuk mengetahui apakah pelayanan dan tata kelola sudah baik dan sesuai dengan yang diharapkan. Hasil penelitian menggunakan cobit 5 dengan 10 domain proses menghasilkan nilai rata-rata 4.22 dari target yang diinginkan 4.5 dengan rentang 0 sampi 5, kesenjangan/gap dengan nilai 0.28 menjawab pertanyaan bahwa pelayanan dan tata kelola sudah baik dan mendekati nilai yang diharapkan.
Co-Authors Abdurrahman, Habib Achmad B. Fathoni Adriansyah, Bagas Afandi, Mas Aly Afifah, Nisaul Aflakh Wijayanto, Naufal Agus Ika Putra Agus Nugroho, Soewignjo Agus Rakhmadi Mido Agus S. Tamsir Alfani, Nezar Febri Alfian Malik Alfikri, Nur Ananda, Yazid Fahmi Andrian, Jumigih Anjar Taufik Hidayat Ari Sandhyavitri Arief Hermawan Arif Amrulloh Ariffin Ariffin Armando, Richo Boedi, Rizky M. Cahya Anggarakasih, Sabitya Chafizh Hisbulloh, Dika Chusaeni, Amana F. Copricon, Deby Elfi Damayanti, Elok Daniel Simanjuntak, Daniel Darmawati Ayu Indraswari Dikpride Despa EIH Ujianto Elianora - Endang Sri Lestari Erik Iman Heri Ujianto Ermiyati fakhri Fakhri, Fakhri Fata Allamsyah, M. Zahwa Fatonah, Uci Fauzi, Muhamad Rifki Febridiani, Lintang Dwi Ferry Fatnanta Fikra Titan Syifa Firman Maulana, Firman Ghaly Al Ghifari, Muh. Naufal Gussyafri Haifan, Naufal Hasibuan, Putra S Herry Susanto Hisbi Maulana, Muhammad I Ketut Budiasa Ikhram, Faisal Ikmah, Maghfiroh Nur Ikrammullah, Muhammad Imam Suprayogi Iman, Aphitz Maulana Indriyanto, Slamet Iskandar Iskandar Jala Tirta Segara, Alon Jamili, M Joehari Jufri, Afdirman Juliasman, Rendy Dwi Kurniasari, Marisa Wahyu Kurniawan, Taufiq Alif Kurniawati, Marhaeni Fajar Laksni Sedyowati Leo Sentosa Lulu Latif Usman, Muhammad Luthfwiedy Pratama, Dhiyaa M. Dian Rioputra Marpaung, Horas Saut Maringan Monita Olivia Muhamad Yusa Muhammad Arif Muhammad Hidayat Muhardi Muhardi Muhardi Mulyono, Eliana Sachi Muria, Irfan Negara, Made Dwipa Novan, Andre Nugraha, Surya Nugroho, Kukuh Nurdin Nurdin Nurdin Nurhalisa, Siti Oktariyansa, Randy Oktaviana, Lutvi Tri Perani Rosyani Prabowo, Yoghi Bagus Pradana, Zein Hanni Priska Apnitami Purnomo S. Priambodo Puspitasari, Tasia Rizky Putra, Gia Nugraha Putri, Addin Kurnia Qoryati, Mia Randhi Saily Rijaldo, Arief Rinaldi Rinaldi Riska Fitriani S. Thya Safitri, S. Thya Safridatul Audah Sakahuni, Sakahuni Satibi, Syawal Sekar Mayangsari Septari, Dinda Setyawan, Reza Sevia Indah Purnama Sigit Pramono Skripsa, Tira H. Skripsa, Tira Hamdillah Soewignjo Agus Nugroho Solichah Larasati Solikhul Amin, Muhammad Sri Djuniati Sri Juniati Sukoco, Muhammad Helmi Susanto, Herry Syauqi Habibillah, Ade Taufiq A. Kurniawan Teguh Firmansyah Toni, Afriwan Tri Waluyo Trihastuti Yuniati Ujianto, EIH Ulumuddin, Muhammad Ageng Wirayuda, Ricky Purnama Yenita Morena Yofani, Dhea Fitra Yoga Dwi, Farhan YULIAN ZETTA MAULANA Z, Harist Febrie R