Assessment of Effectiveness of Rejuvenators on Artificially Aged Mortar

Author:

Zhang Yuan1,van de Ven Martin F. C.2,Molenaar Andre A. A.3,Wu Shaopeng4

Affiliation:

1. Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, 2628 CN, Delft, Netherlands (corresponding author).

2. Associate Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, 2628 CN, Delft, Netherlands.

3. Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, 2628 CN, Delft, Netherlands.

4. Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. ABAQUS [Computer software]. Dassault Systemes Simulia Providence RI.

2. Brown E. R. (1988). “Preventative maintenance of asphalt concrete pavements.” NCAT Rep. 88-01 National Center for Asphalt Technology Auburn Univ. Auburn AL.

3. Brown E. R. and Johnson R. R. (1976). “Evaluation of rejuvenators for bituminous pavements.” AFCEC-TR-76-3 Air Force Civil Engineering Centre Tyndall Air Force Base FL.

4. CEN (European Committee for Standardization). (2009). “Bitumen and bituminous binders—Determination of breaking behavior—Part 1: Determination of breaking value of cationic bituminous emulsions mineral filler method. Standard Committee 353008 “Bitumen”.” EN 13075-1 Brussels Belgium.

5. CEN European Committee for Standardization). (2011). “Bitumen and bituminous binders—Determination of efflux time by the efflux viscometer—Part 1: Bituminous emulsions. Standard Committee 353008 “Bitumen”.” EN 12846-1 Brussels Belgium.

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