Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model

Eyad Masad; Rashid Abu Al-Rub; Dallas N. Little

doi:10.1007/978-94-007-4566-7_39

Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model

Eyad Masad^*, Rashid Abu Al-Rub, Dallas N. Little

^*Corresponding author for this work

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

7 Citations (Scopus)

Abstract

This paper presents an overview of the development and applications of the PANDA (Pavement Analysis using Nonlinear Damage Approach) model that has been under development at Texas A&M University for the past few years. In addition to the basics of the constitutive relationships used in PANDA, this paper presents examples of calibration and validation of the model using experimental laboratory data. The results demonstrate clearly the ability of the model to describe the mechanical behaviour of asphalt mixtures in terms of resistance to damage and permanent deformation. Finally, the capabilities of the model to simulate the mesoscale response of asphalt mixtures are presented and their implications in the design of asphalt mixtures are discussed.

Original language	English
Title of host publication	"7th RILEM International Conference on Cracking in Pavements
Subtitle of host publication	Mechanisms, Modeling, Testing, Detection,Prevention and Case Histories
Publisher	Kluwer Academic Publishers
Pages	399-408
Number of pages	10
ISBN (Print)	9789400745650
DOIs	https://doi.org/10.1007/978-94-007-4566-7_39
Publication status	Published - 2012
Externally published	Yes

Publication series

Name	RILEM Bookseries
Volume	4
ISSN (Print)	2211-0844
ISSN (Electronic)	2211-0852

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10.1007/978-94-007-4566-7_39

Cite this

Masad, E., Al-Rub, R. A., & Little, D. N. (2012). Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model. In "7th RILEM International Conference on Cracking in Pavements: Mechanisms, Modeling, Testing, Detection,Prevention and Case Histories (pp. 399-408). (RILEM Bookseries; Vol. 4). Kluwer Academic Publishers. https://doi.org/10.1007/978-94-007-4566-7_39

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abstract = "This paper presents an overview of the development and applications of the PANDA (Pavement Analysis using Nonlinear Damage Approach) model that has been under development at Texas A&M University for the past few years. In addition to the basics of the constitutive relationships used in PANDA, this paper presents examples of calibration and validation of the model using experimental laboratory data. The results demonstrate clearly the ability of the model to describe the mechanical behaviour of asphalt mixtures in terms of resistance to damage and permanent deformation. Finally, the capabilities of the model to simulate the mesoscale response of asphalt mixtures are presented and their implications in the design of asphalt mixtures are discussed.",

author = "Eyad Masad and Al-Rub, {Rashid Abu} and Little, {Dallas N.}",

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doi = "10.1007/978-94-007-4566-7_39",

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Masad, E, Al-Rub, RA & Little, DN 2012, Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model. in "7th RILEM International Conference on Cracking in Pavements: Mechanisms, Modeling, Testing, Detection,Prevention and Case Histories. RILEM Bookseries, vol. 4, Kluwer Academic Publishers, pp. 399-408. https://doi.org/10.1007/978-94-007-4566-7_39

Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model. / Masad, Eyad; Al-Rub, Rashid Abu; Little, Dallas N.
"7th RILEM International Conference on Cracking in Pavements: Mechanisms, Modeling, Testing, Detection,Prevention and Case Histories. Kluwer Academic Publishers, 2012. p. 399-408 (RILEM Bookseries; Vol. 4).

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

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T1 - Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model

AU - Masad, Eyad

AU - Al-Rub, Rashid Abu

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AB - This paper presents an overview of the development and applications of the PANDA (Pavement Analysis using Nonlinear Damage Approach) model that has been under development at Texas A&M University for the past few years. In addition to the basics of the constitutive relationships used in PANDA, this paper presents examples of calibration and validation of the model using experimental laboratory data. The results demonstrate clearly the ability of the model to describe the mechanical behaviour of asphalt mixtures in terms of resistance to damage and permanent deformation. Finally, the capabilities of the model to simulate the mesoscale response of asphalt mixtures are presented and their implications in the design of asphalt mixtures are discussed.

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BT - "7th RILEM International Conference on Cracking in Pavements

PB - Kluwer Academic Publishers

ER -

Recent developments and applications of pavement analysis using nonlinear damage (PANDA) model

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