Utilising Neural Networks and Closed Form Solutions to Determine Static Creep Behaviour and Optimal Polypropylene Amount in Bituminous Mixtures

被引:10
作者
Tapkin, Serkan [1 ]
Cevik, Abdulkadir [2 ]
Ozcan, Senol [1 ]
机构
[1] Anadolu Univ, Dept Civil Engn, Eskisehir, Turkey
[2] Gaziantep Univ, Dept Civil Engn, Gaziantep, Turkey
来源
MATERIALS RESEARCH-IBERO-AMERICAN JOURNAL OF MATERIALS | 2012年 / 15卷 / 06期
关键词
Marshall design; static creep test; bitumen modification; polypropylene fibers; strain accumulation; artificial neural networks; closed form solutions; ASPHALT CONCRETE; PERMANENT DEFORMATION; ENVIRONMENTAL-DAMAGE; PREDICTION; MODEL; BACKCALCULATION; DESIGN; POWDER;
D O I
10.1590/S1516-14392012005000117
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The testing procedure in order to determine the precise mechanical testing results in Marshall design is very time consuming. Also, the physical properties of the asphalt samples are obtained by further calculations. Therefore if the researchers can obtain the stability and flow values of a standard mixture with the help of mechanical testing, the rest of the calculations will just be mathematical manipulations. Determination of mechanical testing parameters such as strain accumulation, creep stiffness, stability, flow and Marshall Quotient of dense bituminous mixtures by utilising artificial neural networks is important in the sense that, cumbersome testing procedures can be avoided with the help of the closed form solutions provided in this study. Marshall specimens, prepared by utilising polypropylene fibers, were tested by universal testing machine carrying out static creep tests to investigate the rutting potential of these mixtures. On the very well trained data basis, artificial neural network analyses were carried out to propose five separate models for mechanical testing properties. The explicit formulation of these five main mechanical testing properties by closed form solutions are presented for further use for researches.
引用
收藏
页码:865 / 883
页数:19
相关论文
共 75 条
[41]   Backcalculation of Dynamic Modulus from Resilient Modulus of Asphalt Concrete with an Artificial Neural Network [J].
Lacroix, Andrew ;
Kim, Y. Richard ;
Ranjithan, S. Ranji .
TRANSPORTATION RESEARCH RECORD, 2008, (2057) :107-113
[42]   Fatigue cracking resistance of fiber-reinforced asphalt concrete [J].
Lee, SJ ;
Rust, JP ;
Hamouda, H ;
Kim, YR ;
Borden, RH .
TEXTILE RESEARCH JOURNAL, 2005, 75 (02) :123-128
[43]  
Meininger RC, 1992, ASTM STP, V1147
[44]   Permanent deformation analysis of asphalt mixtures using soft computing techniques [J].
Mirzahosseini, Mohammad Reza ;
Aghaeifar, Alireza ;
Alavi, Amir Hossein ;
Gandomi, Amir Hossein ;
Seyednour, Reza .
EXPERT SYSTEMS WITH APPLICATIONS, 2011, 38 (05) :6081-6100
[45]   Impact of Polypropylene Application Method on Long-Term Aging of Polypropylene-Modified HMA [J].
Othman, Ayman M. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2010, 22 (10) :1012-1018
[46]  
Ozcan S, 2008, THESIS ANADOLU U ESK
[47]  
Ramsamooj DV, 1999, J TEST EVAL, V27, P320
[48]  
Read J., 2003, SHELL BITUMEN HDB, V5th ed.
[49]  
Roberts F.L., 1996, HOT MIX ASPHALT MAT, VSecond
[50]   History of hot mix asphalt mixture design in the United States [J].
Roberts, FL ;
Mohammad, LN ;
Wang, LB .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2002, 14 (04) :279-293