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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

Author-ID : 234336

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

Published : 38 Documents Claim Missing Document

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Review and Recommendation of Cold Asphalt Emulsion Mixtures Caems Design I Nyoman Arya Thanaya
Civil Engineering Dimension Vol. 9 No. 1 (2007): MARCH 2007
Publisher : Institute of Research and Community Outreach - Petra Christian University

Note from the Editor Cold Asphalt Emulsion Mixture (CAEM) is a mixture of aggregates and asphalt emulsion that is mixed at room temperature. It is relatively simple to produce, but the design procedure provided by the Asphalt Institute and the Ministry of Public Work of Indonesia pose some problems in its practical application. This Technical Note discusses limitations of the current design procedures and presents a simpler and more practicable design procedure

EVALUATING AND IMPROVING THE PERFORMANCE OF COLD ASPHALT EMULSION MIXES I Nyoman Arya Thanaya
Civil Engineering Dimension Vol. 9 No. 2 (2007): SEPTEMBER 2007
Publisher : Institute of Research and Community Outreach - Petra Christian University

This paper describes investigation on the performances of cold asphalt emulsion mixes (CAEMs). The type of emulsion used was a cationic asphalt emulsion. The investigation was carried out at Leeds University, United Kingdom (UK). The objective of the experiments was to evaluate and to improve the performances of cold mixes and compared with hot mixes. For optimising the performances of the cold mixes, a target porosity of five to ten percent and indirect tensile stiffness modulus (ITSM) value of 2000 MPa was selected, suitable for low to medium trafficked roads. A simplified mix design procedure was used for producing the cold mixes. It was found that when properly designed, at full curing conditions, the stiffness (ITSM) of CAEMs were found to be very comparable to those of hot mixes. Test results also show that the addition of cement in the amount of one to two percent by mass of aggregates significantly improved the mechanical performance of cold asphalt mixes.

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

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

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.

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

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