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Introducing a new m...
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Ghafoori Roozbahany, Ehsan,1982-KTH,Väg- och banteknik,Byggnadsmaterial
(author)
Introducing a new method for studying the field compaction
- Article/chapterEnglish2017
Publisher, publication year, extent ...
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2017-03-27
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TAYLOR & FRANCIS LTD,2017
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printrdacarrier
Numbers
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LIBRIS-ID:oai:DiVA.org:kth-208735
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https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-208735URI
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https://doi.org/10.1080/14680629.2017.1304245DOI
Supplementary language notes
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Language:English
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Summary in:English
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Classification
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Subject category:ref swepub-contenttype
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Subject category:art swepub-publicationtype
Notes
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QC 2017-06-13
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The flow of particles during compaction may have a prominent influence on the difference of field and laboratory results as recently demonstrated by the authors with their newly developed compaction flow test (CFT). This test with a simple compaction simulator was used for studying the flow behaviour and rearrangement of particles for mixtures with different structures and thicknesses. However, validating the CFT results for practical purposes requires field measurements that provide more insight into the compaction process and eventually allowing to adjust the CFT for further use as an evaluating in-site tool. This study presents a new method for conducting such measurements during field compaction. In this method, some representative particles are tracked inside asphalt specimens and the accuracy of the results is examined by X-ray computed tomography. The results of the feasibility tests show that this method has potential for further use in the field and for building up a comprehensive basis of knowledge on field compaction towards closing the gap between the field and laboratory results.
Subject headings and genre
Added entries (persons, corporate bodies, meetings, titles ...)
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Partl, ManfredKTH,Byggnadsmaterial(Swepub:kth)u1t8ihgf
(author)
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Guarin, AlvaroKTH,Byggnadsmaterial(Swepub:kth)u1gg0b4n
(author)
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KTHVäg- och banteknik
(creator_code:org_t)
Related titles
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In:International Journal on Road Materials and Pavement Design: TAYLOR & FRANCIS LTD18, s. 26-381468-06292164-7402
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