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Title:

EFFECTS OF AGING ON VISCOELASTIC PROPERTIES OF ASPHALT-AGGREGATE MIXTURES

Accession Number:

00755023

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

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Order URL: http://worldcat.org/isbn/0309065011

Abstract:

The effects of aging on asphalt-aggregate mixtures is a topic that has been gaining attention in recent years. Of special interest is how the fatigue performance of asphalt concrete mixtures changes with time because of changing material properties. The fatigue performance of a mixture is related to its viscoelastic material properties. An investigation of the effects of aging on viscoelastic properties of an asphalt-aggregate mixture, such as creep compliance, relaxation modulus, dynamic modulus, and phase angle, is discussed in this paper. The framework for including the effect of aging in an existing uniaxial constitutive model is established, and the applicability of Schapery's elastic-viscoelastic correspondence principle to aged mixtures is validated.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1630, Asphalt Mixtures: Stiffness Characterization, Variables, and Performance.

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Daniel, J S
Kim, Y R
LEE, H-J

Pagination:

p. 21-27

Publication Date:

1998

Serial:

Transportation Research Record

Issue Number: 1630
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309065011

Features:

Figures (8) ; References (10) ; Tables (1)

Uncontrolled Terms:

Old TRIS Terms:

Subject Areas:

Highways; Materials; I31: Bituminous Binders and Materials

Files:

TRIS, TRB, ATRI

Created Date:

Oct 9 1998 12:00AM

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