Research Article
Year 2019,
, 536 - 543, 30.06.2019
Abstract
Stress-strain analyses are studied under the bottom of the pavement
layer, and pavement life values are calculated depending on the cross-section
variation because of the superelevation in horizontal curves. For this purpose,
1st principal total mechanical strain values are analyzed with the
superelevation values changing between 0-8 (%) and the different positions of
wheel contact pressure. Finite element method is used for analysis. According
to results of the study, it is obtained that pavement life decreases with the
increasing superelevation, in the case of 8% superelevation and decreasing the
distance to pavement edge, pavement life decreasing gets to 34%.
References
- Souza F.V. and Castro L.S.,Effect of Temperature on the Mechanical Response of Thermo-Viscoelastic Asphalt Pavements, Construction and Building Materilas, 30 (2012) 574-582.
- Ekwulo E.O. and Eme D.B.,Expected Traffic, Pavement Thickness, Fatigue and Rutting Strain Relationship for Low Volume Asphalt Pavement, The International Journal of Engineering and Science, 2-8 (2013)62-77.
- Zhi S., Gun W.W., Hui L.X., Bo T., Evaluation of Fatigue Crack Behavior in Asphalt Concrete Pavements, Construction and Building Materials, 27 (2012) 117-125.
- Akbulut H. and Aslantas K.,Finite Element Analysis of Stress Distribution on Bituminous Pavement and Failure Mechanism, Materials and Design, 26 (2005) 383-387.
- Ameri M., Mansourian A., Khavas M. H., Aliha M. R. M., Ayatollahi M.R., Cracked Asphalt Pavement Under Traffic Loading – A 3D Finite Element Analysis, Engineering Fracture Mechanics, 78 (2011) 1817-1826.
- Hadi M.N.S. and Bodhinayake B. C.,Non-Linear Finite Element Analysis of Flexible Pavements, Advances in Engineering Software, 34 (2003) 657-662.
- Özcanan S. and Akpınar M. V., Determining the Critical Tire and Axle Configuration for Flexible Pavements Based on Mechanistic Analysis, Technical Journal of Turkish Chamber of Civil Engineers, 25-1 (2014) 6625-6654.
- Abed A.H. and Al-Azzawi A.A., Evaluation of Rutting Depth in Flexible Pavements by Using Finite Element Analysis and Local Empirical Model, American Journal of Engineering and Applied Sciences, 5-2 (2012) 163-169.
- Chang L. and Linglin L., Criteria for Controlling Rutting of Asphalt Concrete Materials in Sloped Pavement, Construction and Building Materials, 35 (2012) 330-339.
- Al-Azzawi A.A.,Finite Element Analysis of Flexible Pavements Strengthed with Geogrid, ARPN Journal of Engineering and Applied Sciences, 7-10 (2012) 1295-1299.
- Gajewski J. and Sadowski T., Sensitivity Analysis of Crack Propagation in Pavement Bituminous Layered Structures Using a Hybrid System Integrating Artificial Neural Networks and Finite Element Method, Computational Materials Science, 82 (2014) 114-117.
- Sağlık A., Orhan F., Güngör A.G.,Bitumen Class Choosing Maps for HMA Paved Roads, Republic of Turkey Ministry of Transport, Maritime Affairs and Comminications, Ankara, (2012).
- Yongjie L., Shaopu Y., Jianxi W., Research on Pavement Longitudinal Crack Propagation Under Non-Uniform Vehicle Loading, Engineering Failure Analysis, 42 (2014) 22-31.
- Mulungye R.M., Owende P.M.O., Mellon K.,Finite Element Modelling of Flexible Pavements on Soft Soil Subgrades, Materials and Design, 28 (2007) 739-756.
- Huang Y. H.,Pavement Analysis and Design, Pearson Prentice-Hall, New Jersey, (1993).
- Finn F., Saraf C.L., Kulkarni R., Nair K., Smith W. Abdullah A., Development of Pavement Structural Subsystems NCHRP Report 291, Transportation Research Board, Washington (DC), (1986).
- Walubita L.F. and Ven M.F.C.,Stresses and Strains in Asphalt-Surfacing Pavements, South African Transport Conference: Action in Transport for the New Millennium, South Africa, (2000).
Year 2019,
, 536 - 543, 30.06.2019
Abstract
Bu çalışmada dever uygulaması yapılmış bir yatay kurbanın kaplama tabakası
altındaki gerilme-birim şekil değiştirme ve kaplama ömrü değerleri dever sebebiyle
değişen kesitlere bağlı olarak analiz edilmiştir. Bu amaçla deverin 0-8 (%)
değerleri arasında değişimine bağlı olarak ve ayrıca tekerlek temas gerilmesinin
pozisyonu değiştirilerek birim şekil değiştirme değerleri sonlu elemanlar yöntemi
ile analiz edilmiştir. Çalışmadan elde edilen sonuçlara göre dever değerinin artmasına
bağlı olarak kaplama ömrü azalmıştır. Bu azalma değeri deverin 8% olması ve yükleme
noktasının kaplama kenarına olan mesafesinin azalması ile 34% seviyesinde hesaplanmıştır.
References
- Souza F.V. and Castro L.S.,Effect of Temperature on the Mechanical Response of Thermo-Viscoelastic Asphalt Pavements, Construction and Building Materilas, 30 (2012) 574-582.
- Ekwulo E.O. and Eme D.B.,Expected Traffic, Pavement Thickness, Fatigue and Rutting Strain Relationship for Low Volume Asphalt Pavement, The International Journal of Engineering and Science, 2-8 (2013)62-77.
- Zhi S., Gun W.W., Hui L.X., Bo T., Evaluation of Fatigue Crack Behavior in Asphalt Concrete Pavements, Construction and Building Materials, 27 (2012) 117-125.
- Akbulut H. and Aslantas K.,Finite Element Analysis of Stress Distribution on Bituminous Pavement and Failure Mechanism, Materials and Design, 26 (2005) 383-387.
- Ameri M., Mansourian A., Khavas M. H., Aliha M. R. M., Ayatollahi M.R., Cracked Asphalt Pavement Under Traffic Loading – A 3D Finite Element Analysis, Engineering Fracture Mechanics, 78 (2011) 1817-1826.
- Hadi M.N.S. and Bodhinayake B. C.,Non-Linear Finite Element Analysis of Flexible Pavements, Advances in Engineering Software, 34 (2003) 657-662.
- Özcanan S. and Akpınar M. V., Determining the Critical Tire and Axle Configuration for Flexible Pavements Based on Mechanistic Analysis, Technical Journal of Turkish Chamber of Civil Engineers, 25-1 (2014) 6625-6654.
- Abed A.H. and Al-Azzawi A.A., Evaluation of Rutting Depth in Flexible Pavements by Using Finite Element Analysis and Local Empirical Model, American Journal of Engineering and Applied Sciences, 5-2 (2012) 163-169.
- Chang L. and Linglin L., Criteria for Controlling Rutting of Asphalt Concrete Materials in Sloped Pavement, Construction and Building Materials, 35 (2012) 330-339.
- Al-Azzawi A.A.,Finite Element Analysis of Flexible Pavements Strengthed with Geogrid, ARPN Journal of Engineering and Applied Sciences, 7-10 (2012) 1295-1299.
- Gajewski J. and Sadowski T., Sensitivity Analysis of Crack Propagation in Pavement Bituminous Layered Structures Using a Hybrid System Integrating Artificial Neural Networks and Finite Element Method, Computational Materials Science, 82 (2014) 114-117.
- Sağlık A., Orhan F., Güngör A.G.,Bitumen Class Choosing Maps for HMA Paved Roads, Republic of Turkey Ministry of Transport, Maritime Affairs and Comminications, Ankara, (2012).
- Yongjie L., Shaopu Y., Jianxi W., Research on Pavement Longitudinal Crack Propagation Under Non-Uniform Vehicle Loading, Engineering Failure Analysis, 42 (2014) 22-31.
- Mulungye R.M., Owende P.M.O., Mellon K.,Finite Element Modelling of Flexible Pavements on Soft Soil Subgrades, Materials and Design, 28 (2007) 739-756.
- Huang Y. H.,Pavement Analysis and Design, Pearson Prentice-Hall, New Jersey, (1993).
- Finn F., Saraf C.L., Kulkarni R., Nair K., Smith W. Abdullah A., Development of Pavement Structural Subsystems NCHRP Report 291, Transportation Research Board, Washington (DC), (1986).
- Walubita L.F. and Ven M.F.C.,Stresses and Strains in Asphalt-Surfacing Pavements, South African Transport Conference: Action in Transport for the New Millennium, South Africa, (2000).
There are 17 citations in total.
Details
| Primary Language | English |
|---|---|
| Journal Section | Engineering Sciences |
| Authors | |
| Publication Date | June 30, 2019 |
| Submission Date | April 11, 2018 |
| Acceptance Date | May 15, 2019 |
| Published in Issue | Year 2019 |