Article Per Year (5 Year)
p-Index From 2019 - 2024
2.74
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah Teknik Sipil Jurnal Spektran MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik ITS Jurnal Sains dan Teknologi Jurnal Teknik Sipil Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Journal of Civil Engineering Jurnal Teknik Sipil Civil Engineering Dimension International Journal of Engineering and Emerging Technology Menara: Jurnal Teknik Sipil International Journal of Applied Business and International Management Journal of International Conference Proceedings
I Nyoman Arya Thanaya
Program Studi Magister Teknik Sipil Universitas Udayana
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

Published : 38 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 38 Documents
Search

 1   2   3   4 
Building Blocks Incorporating Waste Materials Bound with Bitumen Thanaya I.N.A.
Civil Engineering Dimension Vol. 12 No. 1 (2010): MARCH 2010
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (659.665 KB) | DOI: 10.9744/ced.12.1.36-43

Abstract

This paper described an investigation and evaluation which was carried out in the United Kingdom-UK, on the properties of masonry building block materials that incorporate waste materials, namely: steel slag, crushed glass, coal fly ash, rice husk ash (RHA), incinerator sewage sludge ash (ISSA), municipal solid waste incinerator bottom ash (MSWIBA) or shortened as IBA, bound with bitumen or asphalt, named as Bitublock. The binder used was 50 pen bitumen. The properties of the blocks evaluated were: compressive strength, density, porosity, initial rate of suction (IRS), creep, and volume stability. It was found that the Bitublock performance can be improved by optimizing porosity and curing regime. Compaction level of 2 MPa and curing regime of 200°C for 24 hours gave satisfactory bitublock performances that at least comparable to concrete block found in the United Kingdom (UK). The Volume stability (expansion) of the unit is affected by environment relative humidity.
Volume Stability of Bitumen Bound Building Blocks Thanaya I.N.A.
Civil Engineering Dimension Vol. 12 No. 2 (2010): SEPTEMBER 2010
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (337.304 KB) | DOI: 10.9744/ced.12.2.98-105

Abstract

This paper covers results of laboratory investigations on the volume stability of masonry units incorporating waste materials bound with bitumen (Bitublocks), due to moisture adsorption, thermal exposure and vacuum saturation. The materials used were steel slag, crushed glass, coal fly ash, and 50 pen bitumen. The samples were produced in hot mix method, compacted, then exposed to moist and temperature. It was found that moisture adsorption from the environment caused the Bitublock to expand. The samples with less intense curing regime experienced lower expansion and became stable faster, and vice versa. Under thermal condition (at 70°C), the samples with less intense curing regime underwent higher expansion, and vice versa. They were also highly reversible. Their volume stability was found unique under water exposure. The expansion on first vacuum saturation cycle was irreversible, then largely reversible on the following cycles.
Production Stage and Risk Identification on Asphalt Mixing Plant in Bali A.A.A Made Cahaya Wardani; I Nyoman Arya Thanaya; Nyoman Yudha Astana; A.A. Gde Agung Yana
International Journal of Applied Business and International Management (IJABIM) Vol 4, No 3 (2019): IJABIM VOL. 4 NO. 3
Publisher : AIBPM Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (394.617 KB) | DOI: 10.32535/ijabim.v4i3.678

Abstract

Cost, quality and time are an important performance indicators in the project success. To achieve these objectives various risks are faced in each project life cycle. One of these risks is supply chain risk, which must be managed properly, doe to the uncertainty in this activity. There are still many companies that do not understand the importance of supply chains, so they often become obstacles in achieving project goals This study aims to identify risk factors in each stage of supply chain activities, in road infrastructure in Bali Province. Data were collected from questionnaire survey, interviews and focus group discussion from 15 units asphalt mixing plant supplier in Bali, who understand supply chain issues, especially in road infrastructure work in the province of Bali. The results of research on risk is firstly AMP production processes identified as a field of manufacturing industry that produces hot asphalt used in infrastructure projects in Bali. This research was conducted at the AMP unit found in Bali. From research, the production process and AMP business are based on Supply, Input, Process, Output and Customer activities. (SIPOC). After the activities contained in the Asphalt production process, it is known that further risks can be identified. Second identity the risk on SIPOC process.
IDENTIFICATION OF RISK TRIGGERS ON PRODUCTION ACTIVITIES IN ASPHALT MIXING PLANT UNIT SUPPLY CHAINS IN BALI A.A.A Made Cahaya Wardani; I Nyoman Arya Thanaya; Nyoman Yudha Astana; A.A. Gde Agung Yana
Journal of International Conference Proceedings (JICP) Vol 2, No 1 (2019): Proceedings of the 3rd International Conference of Project Management (ICPM) Bal
Publisher : AIBPM Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (55.062 KB) | DOI: 10.32535/jicp.v2i1.406

Abstract

Implementation of the project’s time, cost and quality is the goal to be achieved in each project. The characteristics of construction are different for each project, wich the risks found in all stages of the success of the project when each risk faced at each stage of the work can be handled properly. One of the risks in the project stage is risk in supply chain management. Supply chain risk needs to be handled well so that short-term project operations can be achieved. Likewise in the Road Infrastructure Development in Bali Province which certainly faces many obstacles, one of which is the risk in the concrete asphalt supply chain produced by the AMP unit. For this purpose, activities in the AMP process will be identified which can pose a risk. After knowing the risks that occur, mitigation measures will be carried out to prevent and to minimize the risk. To find out the risks faced by the AMP supply chain, it is necessary to first identify activities in the production process that can pose a risk. This study is a collection of literature studies and interviews with competent parties in the field of AMP production processes, namely operators, management and leaders of the AMP Production unit. From the results of research on AMP production processes identified as a field of manufacturing industry that produces hot asphalt used in infrastructure projects in Bali. This research was conducted at the AMP unit found in Bali. From research, the production process and AMP business are based on Supply, Input, Process, Output and Customer activities. (SIPOC). After the activities contained in the Asphalt production process, it is known that further risks can be identified.
ANALASIS KARAKTERISTIK CAMPURAN STONE MATRIX ASPHALT (SMA) DENGAN SERAT SELULOSA SERABUT KELAPA Raka Purbanto; I Nyoman Arya Thanaya; Ni Kadek Sri Sentana Dewi
Jurnal Ilmiah Teknik Sipil Vol 26 No 1 (2022): Jurnal Ilmiah Teknik Sipil, Vol. 26 No. 1, Januari 2022
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2022.v26.i01.p01

Abstract

Campuran Stone Matrix Asphalt (SMA) atau Split Mastic Asphalt, yaitu beton aspal campuran panas yang memaksimalkan penggunaan agregat kasar dan kadar aspal yang tinggi kemudian diisi oleh mastik aspal yaitu campuran agregat halus, filler, aspal dan serat selulosa yang berfungsi untuk mengurangi pengaliran aspal yang disebabkan oleh kadar aspal yang tinggi. Pada penelitian ini menggunakan serat serabut kelapa sebagai pengganti serat selulosa sintetik. Penelitian ini bertujuan untuk menganalisis karakteristik campuran SMA yang menggunakan serat serabut kelapa. Dilakukan pengujian material terlebih dahulu pada agregat kasar, agregat halus, filler, aspal, dan serat serabut kelapa sesuai prosedur SNI. Setelah itu dilakukan pengujian Marshall untuk memperoleh Kadar Aspal Optimum (KAO). Selanjutnya dibuat benda uji kembali pada KAO dengan variasi kadar serabut kelapa yakni 0,2% ; 0,3% ; 0,4% terhadap berat total campuran. Diperoleh KAO sebesar 7,25% kadar serabut kelapa optimum 0,3% dimana nilai Marshall diperoleh sebesar 1154,85 kg (?600 kg), nilai Marshall Sisa yakni 96,57% (?90%). Sifat Marshall yang lainnya telah memenuhi Spesifikasi Umum 2018 Kementrian PUPR. Nilai Cantabro Abration Loss (CAL) yakni 2,1% (?16%). Nilai Indirect Tensile Strength (ITS) yakni 110,22 kPa. Pengujian pengaliran aspal (Drain-down) 0,021% (?0,3%) sedangkan untuk benda uji yang tidak ditambahkan serabut diperoleh nilai 2,09%.
KAJIAN DURABILITAS CAMPURAN PERKERASAN ASPAL YANG TERENDAM AIR LAUT DAN AIR TAWAR I Nyoman Karnata Mataram; I Nyoman Arya Thanaya; Yemina Welimince
Jurnal Ilmiah Teknik Sipil Vol 25 No 2 (2021): Jurnal Ilmiah Teknik Sipil, Vol. 25 No. 2, Juli 2021
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2021.v25.i02.p05

Abstract

Jalan didaerah pesisir pantai bisa tergenang oleh air laut atau air tawar pada saat laut pasang atau pada saat musim hujan. Penelitian ini dilakukan untuk menganalisis pengaruh air laut dan air tawar terhadap durabilitas perkerasan aspal khususnya campuran AC-WC. Penelitian ini diawali dengan pengujian agregat dan aspal yang digunakan, lalu pembuatan benda uji untuk menentukan Kadar Aspal Optimum (KAO) kemudian dilanjutkan dengan pembuatan benda uji tanpa rendaman yang dibandingkan hasil pengujiannya dengan perendaman yang dilakukan selama 24, 48, dan 72 jam. Hasil pengujian menunjukkan bahwa air laut lebih merusak daripada air tawar, dimana nilai tiap pengujian makin menurun seiring dengan lamanya durasi perendaman yang dilakukan. Diperoleh KAO 6,75%; stabilitas tanpa rendaman 2367,40 kg; untuk perendaman masing-masing 24 jam, 48 jam, dan 72 jam dalam air laut diperoleh stabilitas berturut-turut 2226,48 kg, 2163,36 kg, 2088,76 kg; dan stabilitas pada perendaman dengan air tawar 2272,38 kg, 2186,31 kg, dan 2157,62 kg. Untuk Pengujian Marshall sisa tanpa rendaman 93,08%, untuk perendaman pada air laut selama masing-masing 24 jam, 48 jam, dan 72 jam diperoleh 86,86%, 82,76%; dan 74,73% dan 89,14%, 86,33%, 84,13% pada air tawar. Untuk Pengujian Cantabro diperoleh nilai tanpa rendaman 1,37%, untuk perendaman pada air laut selama 24 jam, 48 jam, dan 72 jam diperoleh 2,16%, 3,16%, 6,20%; dan 1,73%, 2,59%, 3,25% pada air tawar. Untuk Pengujian Indirect Tensile Strength (ITS) diperoleh nilai tanpa rendaman 251,09 kPa; untuk perendaman pada air laut selama 24 jam, 48 jam, dan 72 jam diperoleh 195,85 kPa, 160,70 kPa, 115,50 kPa; dan 236,02 kPa, 180,78 kPa, 155,67 kPa pada air tawar
KARAKTERISTIK HRS-WC DENGAN AGREGAT HALUS DISUBSTITUSI PASIR PANTAI Raka Purbanto; I Nyoman Arya Thanaya; AA Istri Rara Anggita Saraswati
Jurnal Ilmiah Teknik Sipil Vol 27 No 1 (2023): Jurnal Ilmiah Teknik Sipil, Vol. 27 No. 1, Maret 2023
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2023.v27.i01.p14

Abstract

Ketersediaan pasir alam semakin terbatas, sehingga pasir pantai dapat menjadi alternatif pengganti untuk campuran aspal, dimana aspal mengalami penuaan. Tujuan penelitian ini yaitu menganalisis karakteristik pasir pantai dan campuran HRS-WC disubstitusi pasir pantai pada Kadar Aspal Otimum (KAO). Penelitian diawali dengan pengujian material dan pembuatan benda uji untuk memperoleh KAO. Pada KAO dilaksanakan substitusi abu batu dengan 50% dan 100% pasir pantai berdasarkan volume pada agregat halus lolos 2,36mm tertahan 0,075mm. Diperoleh karakteristik pasir pantai secara umum tidak jauh berbeda dengan pasir alam, namun nilai angularitas pasir pantai tidak memenuhi karena permukaan pasir pantai sangat halus. Karakteristik HRS-WC dengan substitusi pasir pantai sebanyak 50% serta 100% pasir pantai diperoleh nilai stabilitas marshall 2269,757kg dan 2654,942kg; flow 1,062mm dan 2,777mm; MQ 2156,120kg/mmdan 957,308kg/mm; VIM 5,570% dan 4,898% (mendekati nilai minimum 4%); VMA 19,826%; 18,398%; VFB 71,908%; 73,375%. Karakteristik Marshall sampel dikondisikan STOA, LTOA 2 hari dan LTOA 5 hari memenuhi spesifikasi. Nilai pengujian uji cantabro pada kondisi normal, STOA, LTOA 2 hari dan LTOA 5 hari dengan nilai 50% pasir pantai: 4,284%, 3,942%, 1,977%, 1,451%, dan dengan 100% pasir pantai: 6,067%; 5,758%; 4,101%; dan 3,366% (< nilai rekomendasi 16%). Secara umum karakteristik campuran memenuhi spesifikasi, hanya campuran dengan 100% pasir laut, VIMnya mendekati minimum.
UNSUR SENYAWA KIMIA DARI LIMBAH MASKER MEDIS UNTUK MENINGKATKAN KINERJA CAMPURAN ASPAL I Gusti Agung Ananda Putra; I Nyoman Arya Thanaya; I Made Agus Ariawan; Yenni Ciawi
Menara: Jurnal Teknik Sipil Vol 19 No 1 (2024): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v19i1.38940

Abstract

Masker adalah perlindungan pernafasan yang digunakan sebagai metode untuk melindungi individu dari menghirup zat-zat bahaya atau kontaminan yang berada di udara. Meskipun masker sangat diperlukan untuk menghindari penyebaran virus Corona, namun pembuangan masker mengancam lingkungan. Masker medis terdiri dari tiga lapisan, lapisan luar dan lapisan dalam adalah kain non-woven yang tahan air dan lapisan tengah adalah bahan yang meleleh. Sebagian besar, komposisi kimia dari masker medis adalah polipropilena. Pada review ini akan dibahas penggunaan limbah masker yang mengandung polipropilena sebagai bahan aditif dalam pembuatan campuran aspal. Metode yang digunakan adalah studi literatur dari peneliti terdahulu dan analisis penambahan limbah masker yang mengandung polipripilena yang berpengaruh terhadap campuran aspal. Sumber utama refrensi artikel ini berasal dari Research Gate, Science Direct, dan Google Scholar. Ditemukan bahwa unsur senyawa yang paling dominan pada masker medis adalah Si (Silika) sebesar 59,11%. Penambahan silika pada campuran aspal dapat meningkatkan ketahanan terhadap kerusakan alur, peningkatan nilai modulus, dan umur fatigue.
Co-Authors A.A. Adi Sparsa A.A.G. Wirahadi A.A.G. Wirahadi, A.A.G. AA Istri Rara Anggita Saraswati Ahyudanari, Ervina Anak Agung Istri Mirah Primaswari Baskara, Gusti Made Bagus I G. A. Ketut Wira Sutha I Gde Wikarga I Gusti Agung Ananda Putra I Gusti Ketut Sudipta I Gusti Raka Puranto, I Gusti Raka I Gusti Raka Purbanto I Made Agus Ariawan I Made Aryawibawa Adiputra I Made Debby Surya Adi Putra I Nyoman Sapta Nugraha, I Nyoman Sapta I Nyoman Widana Negara I Nyoman Yudha Astana I Putu Chandra Wibawa I W. Yansen I Wayan Edi Arta Rimbawa I Wayan Gunawan I Wayan Gunawan I Wayan Suweda Jayantara, I Wayan Putra Made Andy Dwi Gunadi Made Novia Indriani Nana Sutrisna Ni Kadek Sri Sentana Dewi Ni Made Dwi Paramita Utari Nyoman Karnata Mataram Rimbawa, I Wayan Edi Arta Sparsa, A.A. Adi Wardani, A.A.A. Made Cahaya Yana, Anak Agung Gde Agung Yana, Anak Agung Gede Agung Yemina Welimince Yenni Ciawi