[1]ZHOU Qinghua,SHA Aimin.Research on Creep Performance for High Modulus Asphalt Concrete[J].Journal of Zhengzhou University (Engineering Science),2012,33(04):23-27.[doi:10.3969/j.issn.1671-6833.2012.04.006]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
33
Number of periods:
2012 04
Page number:
23-27
Column:
Public date:
2012-07-10
- Title:
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Research on Creep Performance for High Modulus Asphalt Concrete
- Author(s):
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ZHOU Qinghua; SHA Aimin
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1. Department of Highway Enginecring, Shan’ xi Collcge of Communications Technology, Xi*an 710021, China; 2. College of Highway Engineering,Chang"an niversity,Xi’an 710064,China
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- Keywords:
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road engineering; high modulus asphalt concrete; creep performance; stiffness modulus
- CLC:
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U416.217
- DOI:
-
10.3969/j.issn.1671-6833.2012.04.006
- Abstract:
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The creep stiffness modulus of the high modulus asphalt concrete was tested through uniaxial compression ereep test and low temperature bending creep test, Based on the test data, the influence laws of mate.rial composition to creep performance of high modulus asphalt concrete were analyzed. The results showed thalow grade bitumen and additives couid enhanee the creep stiffness modulus significantly, reduce the instanta.neous deformation and the speed of viscoelastic deformation, but the relaxation ability to flexural stress in lowtemperature also decreased.