Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour

H.L. ter Huerne; M.F.C. van de Ven; A.A.A. Molenaar; M.F.A.M. van Maarseveen

Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour

H.L. ter Huerne, M.F.C. van de Ven, A.A.A. Molenaar, M.F.A.M. van Maarseveen

Faculty of Engineering Technology

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

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Abstract

The correct compaction level is crucial for the realisation of high quality asphalt roads. However, reaching the correct compaction level requires knowledge of the material behaviour during compaction; the material change from just slightly compacted into densely compacted. The paper discusses how a material model adopted from soil mechanics is tested for modelling the material behaviour of asphalt mixes. In the first part of the paper the Hveem Stabilometer is discussed, an existing test device that is modified to make it capable to measure material parameters during asphalt compaction. The second part of the paper discusses the results of a laboratory-measuring programme. Mixes with round material, different bitumen viscosity (equivalent to material temperatures) were tested under different applied stress combinations.

Original language	English
Title of host publication	Advances in computational and experimental engineering & sciences, ICCES'04
Subtitle of host publication	Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal
Editors	Satya N. Atluri, Antonio J.B. Tadeu
Place of Publication	Forsyth, GA, USA
Publisher	Tech Science Press
Number of pages	8
ISBN (Electronic)	9780965700160
Publication status	Published - 26 Jul 2004
Event	International Conference on Computational and Experimental Engineering and Sciences, ICCESS - Madeira, Portugal Duration: 25 Jul 2004 → 29 Jul 2004

Conference

Conference	International Conference on Computational and Experimental Engineering and Sciences, ICCESS
Period	25/07/04 → 29/07/04
Other	July 25-29, 2004

Keywords

ADLIB-ART-1220
PGM

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ter Huerne, H. L., van de Ven, M. F. C., Molenaar, A. A. A., & van Maarseveen, M. F. A. M. (2004). Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour. In S. N. Atluri, & A. J. B. Tadeu (Eds.), Advances in computational and experimental engineering & sciences, ICCES'04: Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal Tech Science Press.

ter Huerne, H.L. ; van de Ven, M.F.C. ; Molenaar, A.A.A. et al. / Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour. Advances in computational and experimental engineering & sciences, ICCES'04: Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal. editor / Satya N. Atluri ; Antonio J.B. Tadeu. Forsyth, GA, USA : Tech Science Press, 2004.

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title = "Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour",

abstract = "The correct compaction level is crucial for the realisation of high quality asphalt roads. However, reaching the correct compaction level requires knowledge of the material behaviour during compaction; the material change from just slightly compacted into densely compacted. The paper discusses how a material model adopted from soil mechanics is tested for modelling the material behaviour of asphalt mixes. In the first part of the paper the Hveem Stabilometer is discussed, an existing test device that is modified to make it capable to measure material parameters during asphalt compaction. The second part of the paper discusses the results of a laboratory-measuring programme. Mixes with round material, different bitumen viscosity (equivalent to material temperatures) were tested under different applied stress combinations.",

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author = "{ter Huerne}, H.L. and {van de Ven}, M.F.C. and A.A.A. Molenaar and {van Maarseveen}, M.F.A.M.",

year = "2004",

month = jul,

day = "26",

language = "English",

editor = "Atluri, {Satya N.} and Tadeu, {Antonio J.B.}",

booktitle = "Advances in computational and experimental engineering & sciences, ICCES'04",

publisher = "Tech Science Press",

address = "United States",

note = "International Conference on Computational and Experimental Engineering and Sciences, ICCESS ; Conference date: 25-07-2004 Through 29-07-2004",

}

ter Huerne, HL, van de Ven, MFC, Molenaar, AAA & van Maarseveen, MFAM 2004, Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour. in SN Atluri & AJB Tadeu (eds), Advances in computational and experimental engineering & sciences, ICCES'04: Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal. Tech Science Press, Forsyth, GA, USA, International Conference on Computational and Experimental Engineering and Sciences, ICCESS, 25/07/04.

Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour. / ter Huerne, H.L.; van de Ven, M.F.C.; Molenaar, A.A.A. et al.

Advances in computational and experimental engineering & sciences, ICCES'04: Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal. ed. / Satya N. Atluri; Antonio J.B. Tadeu. Forsyth, GA, USA : Tech Science Press, 2004.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

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N2 - The correct compaction level is crucial for the realisation of high quality asphalt roads. However, reaching the correct compaction level requires knowledge of the material behaviour during compaction; the material change from just slightly compacted into densely compacted. The paper discusses how a material model adopted from soil mechanics is tested for modelling the material behaviour of asphalt mixes. In the first part of the paper the Hveem Stabilometer is discussed, an existing test device that is modified to make it capable to measure material parameters during asphalt compaction. The second part of the paper discusses the results of a laboratory-measuring programme. Mixes with round material, different bitumen viscosity (equivalent to material temperatures) were tested under different applied stress combinations.

AB - The correct compaction level is crucial for the realisation of high quality asphalt roads. However, reaching the correct compaction level requires knowledge of the material behaviour during compaction; the material change from just slightly compacted into densely compacted. The paper discusses how a material model adopted from soil mechanics is tested for modelling the material behaviour of asphalt mixes. In the first part of the paper the Hveem Stabilometer is discussed, an existing test device that is modified to make it capable to measure material parameters during asphalt compaction. The second part of the paper discusses the results of a laboratory-measuring programme. Mixes with round material, different bitumen viscosity (equivalent to material temperatures) were tested under different applied stress combinations.

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ter Huerne HL, van de Ven MFC, Molenaar AAA, van Maarseveen MFAM. Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour. In Atluri SN, Tadeu AJB, editors, Advances in computational and experimental engineering & sciences, ICCES'04: Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Sciences, 26-29 July, Madeira, Portugal. Forsyth, GA, USA: Tech Science Press. 2004

Using critical state theory and Hveem stabilometer for modelling asphalt material behaviour

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