Modelling the rheological properties of bituminous binders using mathematical equations

被引:113
|
作者
Yusoff, Nur Izzi Md [1 ]
Jakarni, Fauzan Mohd [2 ]
Viet Hung Nguyen [3 ]
Hainin, Mohd Rosli [4 ]
Airey, Gordon D. [5 ]
机构
[1] Univ Kebangsaan Malaysia, Dept Civil & Struct Engn, Bangi 43600, Selangor, Malaysia
[2] Univ Putra Malaysia, Dept Civil Engn, Serdang 43400, Selangor, Malaysia
[3] Univ Transport & Commun, HCMC, Dept Civil Engn, Tang Nhon Phu A, Vietnam
[4] Univ Teknol Malaysia, Fac Civil Engn, Skudai 81310, Johor, Malaysia
[5] Univ Nottingham, Dept Civil Engn, Nottingham Transportat Engn Ctr, Nottingham NG7 2RD, England
关键词
Modelling; Linear viscoelastic region; Bitumen; Polymer-modified bitumen and goodness-of-fit; MODULUS;
D O I
10.1016/j.conbuildmat.2012.09.105
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the advantages and drawbacks of several mathematical models that fit or describe linear viscoelastic rheological data of unaged and aged unmodified bitumens and polymer-modified bitumens. The complex modulus data is collected by means of a dynamic shear rheometer (DSR) within the LVE response. The result indicates that the models can be used to satisfactorily fit the rheological properties of unmodified bitumens. In general, the Generalised Modified Sigmoidal Model is the most outstanding model, followed by the Sigmoidal Model, Christensen, Anderson and Marasteanu (CAM) Model and Christensen Model and Anderson (CA) Model. However, all models suffer from similar drawbacks in that they are unable to describe the rheological properties of unaged polymer-modified bitumens precisely due to the presence of semi-crystalline and elastomeric structures in the binders and render a breakdown in the time temperature superposition principle (TTSP). (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:174 / 188
页数:15
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