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Implementation of the SuperPave IDT analysis procedure
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Highway and Railway Engineering (closed 20110301).
2010 (English)Independent thesis Advanced level (degree of Master (Two Years)), 80 credits / 120 HE creditsStudent thesis
Abstract [en]

Cracking is one of the most severe distress modes of asphaltpavements. Thus characterising the fracture resistance properties of asphaltmixtures is the key issue for improving the performance relatedmixture design. The present master thesis project addresses the implementationof the theoretical framework, which is used to characterise thefracture resistance of mixtures based on the SuperPave indirect tensiletest (IDT). An open source Matlab-based software for analysing resilientmodulus, Poisson’s ratio, creep parameters and fracture resistance parametershas been developed. The software analyses the the IDT results, toestimate mixture’s fracture resistance based on hot mix asphalt FractureMechanics. Predictions form the field specimens concerning the fractureresistance obtained from IDT are compared with observed field performance.

Place, publisher, year, edition, pages
2010. , 78 p.
Series
Trita-VBT, ISSN 1650-867X ; 10:08
Keyword [en]
SuperPave indirect tensile test, resilient modulus, creep compliance, fracture energy, dissipated creep strain energy
National Category
Engineering and Technology
Identifiers
URN: urn:nbn:se:kth:diva-52983ISRN: KTH/VBT-10/08-SEOAI: oai:DiVA.org:kth-52983DiVA: diva2:468390
Educational program
School of Architecture and the Built Environment (ABE) - Master of Science in Engineering
Presentation
2010-05-14, Brinellvägen 34, Stockholm, 09:00 (English)
Uppsok
Technology
Supervisors
Examiners
Available from: 2012-03-09 Created: 2011-12-20 Last updated: 2012-03-09Bibliographically approved

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Du, Guangli
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CiteExportLink to record
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Citation style
  • apa
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  • en-US
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  • nn-NO
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Output format
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