Steady-state dynamic method: An efficient and effective way to predict dynamic modulus of asphalt concrete-Reference-Cited by-同舟云学术

Steady-state dynamic method: An efficient and effective way to predict dynamic modulus of asphalt concrete

Published:2016-05 Issue: Volume:111 Page:54-62
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Cao Peng,Jin Feng,Zhou Changjun^ORCID,Feng Decheng,Song Wenchao

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference43 articles.

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2. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model;Daniel;J. Assoc. Asphalt Paving Technol.,2002

3. Uniaxial Constitutive Modeling of Asphalt Concrete Using Viscoelasticity and Continuum Damage Theory, Ph.D. Dissertation;Lee,1996

4. A viscoelastic continuum damage model of asphalt concrete with healing;Lee;ASCE J. Eng. Mech.,1998

5. Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state;Chehab;AAPT Asphalt Paving Technol.,2002

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