A REVIEW ON CRACK RELIEF LAYER (CRL) IN ROADS AND HIGHWAYS
DOI:
https://doi.org/10.11113/jt.v78.9481Keywords:
Crack relief layer, reflective cracking, flexible pavement, roads and highways, deteriorationAbstract
Roads and highways are the most important mode of transportation systems for development of a nation. In order to fulfil this purpose, the pavement must be able to provide a safe and comfortable riding surface for the road users. However, pavement deterioration is a major obstacle that can prevent pavement from serving its main purposes. The most common type of pavement deterioration is reflective cracking which occurs when a crack in an overlay layer reflect the pattern of cracks and joints of the old pavement underneath it. Crack relief layer (CRL) is a layer that is placed between the new overlay and the old pavement in order to dissipate pavement movements before they create stress in a new overlay surface. CRL is an open-graded mix that had around 20 to 35% of air void which act as a cushion layer in order to dissipate cracks development in pavement layer. It has low bitumen content that normally around 3% in order for it to act as a semi-unbound layer in order to prevent horizontal and vertical movement of pavement strata. Previous implementation of CRL in airport and runways shows that CRL performance is promising for it to be used in roads and highways in order to overcome pavement distress. Further research is needed in order to ensure CRL implementation in pavements industry.References
Kim, B. 2006. Infrastructure Development For The Economic Development In Developing Countries: Lessons From Korea and Japan. GSICS Working Paper Series, 11.
Airey, G. 2004. Styrene Butadiene Styrene Polymer Modification Of Road Bitumens. Journal of Materials Science 39(3): 951-959.
Maleka, A. M., I. A. Alkali and R. P. Jaya, 2014. The Indirect Tensile Strength of Palm Oil Fuel Ash (POFA) Modified Asphaltic Concrete. Applied Mechanics and Materials. Trans Tech Publ.
Butz, T., I. Rahimian and G. Hildebrand, 2001. Modified Road Bitumen with the Fischer-TropschParaff Sasobit. Journal of Applied Asphalt Binder Technology. 26(10): 70-86.
Donnges, C., G. Edmonds, and B. Johannessen. 2007. Rural Road Maintenance: Sustaining the Benefits of Improved Access. International Labour Organization. [6] Tarawneh, Sultan, and Mohmd Sarireh. 2013. Causes of Cracks and Deterioration of Pavement on Highways in Jordan from Contractors’ Perspective. Civil and Environmental Research. 3(10): 16-26.
Bangia, A.M. 1999. Crack Relief Layer to Arrest Reflection Cracking: An Effective Approach in Runway Pavement Rehabilitation. Indian Highways, 27(4): 23-33.
Adlinge, S.S. and A. Gupta. 2014. Pavement Deterioration and its Causes. International Journal of Innovative Research and Development. 2(4): 437-450.
Nunn, Michael, and Brian W. Ferne. 2001. Design and Assessment Of Long-Life Flexible Pavements. Transportation Research Circular. 503(12): 32-49.
Evans, Michael, Ryan Marchildon, and Simon Hesp. 2011. Effects of Physical Hardening on Stress Relaxation in Asphalt Cements: Implications for Pavement Performance. Transportation Research Record: Journal of the Transportation Research Board. 2207: 34-42.
Yavuzturk, Cenk, Khaled Ksaibati, and A. D. Chiasson. 2005. Assessment of Temperature Fluctuations In Asphalt
Pavements Due To Thermal Environmental Conditions Using A Two-Dimensional, Transient Finite-Difference Approach. Journal of Materials in Civil Engineering. 17(4): 465-475. [12] Papagiannakis, A. Thomas, and Eyad A. Masad. 2008. Pavement Design And Materials. John Wiley & Sons.
Suo, Z. and W. G. Wong. 2009. Analysis Of Fatigue Crack Growth Behavior In Asphalt Concrete Material In Wearing Course. Construction and Building Materials. 23(1): 462-468.
Ali, A., et al. 2013. Effect of Temperature Reduction, Foaming Water Content, And Aggregate Moisture Content On Performance Of Foamed Warm Mix Asphalt. Construction and Building Materials. 48: 1058-1066.
Jeong, Jin-Hoon, and Dan G. Zollinger. 2005. Environmental Effects On The Behavior Of Jointed Plain Concrete Pavements. Journal of Transportation Engineering. 131(2): 140-148.
Nam, Jeong-Hee, et al. 2007. Variation of Crack Width Over Time In Continuously Reinforced Concrete Pavement. Transportation Research Record: Journal of the Transportation Research Board. 2037: 3-11.
Choi, S., S. Ha, and M.C. Won. 2011. Horizontal Cracking Of Continuously Reinforced Concrete Pavement Under Environmental Loadings. Construction and Building Materials, 2011. 25(11): 4250-4262.
Pei, J. Z., and M. F. Chang. 2009. Study On Permanent Deformation Characteristics Of Asphalt Pavement Based On Discrete Element Method. ICCTP 2009@ Critical Issues in Transportation Systems Planning, Development, and Management. ASCE.
Levenberg, E. 2013. Analysis of Pavement Response To Subsurface Deformations. Computers and Geotechnics. 50: 79-88. [20] Garber, Nicholas, and Lester Hoel. 2014. Traffic and Highway Engineering. Cengage Learning. [21] Vaiana, R. 2012. Pavement Surface Performances Evolution: an Experimental Application. Procedia-Social and Behavioral Sciences. 53: 1149-1160.
Park, T., 2007. Causes Of Bleeding In A Hot-In-Place Asphalt Pavement. Construction and Building Materials. 21(12): 2023-2030.
Svasdisant, T., M. Schorsch, G. Baladi and S. Pinyosunun, 2002. Mechanistic analysis of top-down cracks in asphalt pavements. Transportation Research Record: Journal of the Transportation Research Board. 1809: 126-136.
Wang, L., L. Myers, L. Mohammad and Y. Fu, 2003. Micromechanics Study On Top-Down Cracking. Transportation Research Record: Journal of the Transportation Research Board. 185): 121-133.
Rahman, Md Shaidur. 2014. Local Calibration Of The Mepdg Prediction Models For Pavement Rehabilitation And Evaluation Of Top-Down Cracking for Oregon Roadways. Iowa State University.
Ghauch, Z. and G. Abou-Jaoude. 2013. Strain Response Of Hot-Mix Asphalt Overlays In Jointed Plain Concrete Pavements Due To Reflective Cracking. Computers & Structures. 124: 38-46.
Mushota, C., 2014. Reflective Cracking on Cement Treated Base (CTB) Pavements in Zambia: An Analytical Study. In Application of Nanotechnology in Pavements, Geological Disasters, and Foundation Settlement Control Technology. ASCE.
Khodaii, A., S. Fallah, and F. M. Nejad. 2009. Effects of Geosynthetics On Reduction Of Reflection Cracking In Asphalt Overlays. Geotextiles and Geomembranes. 27(1): 1-8. [29] Institut Kerja Raya Malaysia (IKRAM). Interim Guide to Evaluation and Rehabilitation of Flexible Road Pavements. Jabatan Kerja Raya, 1994 IKRAM Series (Pavement), ISP-2: 5.18
Zamora-Barraza, D., et al. 2011. Evaluation of Anti-Reflective Cracking Systems Using Geosynthetics In The Interlayer Zone. Geotextiles and Geomembranes. 29(2): 130-136.
William G. Buttlar, E.V.D., Daniel S. Sherman. 2010. Hybrid Reflective-Crack Relief System at Greater Peoria Regional Airport: A Case Study. Federal Aviation Administration.
Chen, S. and Y. Jiang. 2008. Pavement Reflective Cracking Control with Coarse-Aggregate Asphalt Mix Interlayer. International Journal of Construction Education and Research. 4(3): 200-209.
Moreno-Navarro, F., M. Sol-Sanchez, and M. Rubio-Gámez. 2014. Reuse of Deconstructed Tires As Anti-Reflective Cracking Mat Systems In Asphalt Pavements. Construction and Building Materials. 53: 182-189.
Von Quintus, H., J. Mallela, and R. Lytton. 2010. Techniques for Mitigation Of Reflective Cracks. Worldwide Airport Technology Transfer Conference. Atlantic City, New Jersey.
Loria-Salazar, L. G. 2008. Reflective Cracking Of Flexible Pavements: Literature Review, Analysis Models, And Testing Methods. ProQuest.
Aman, M. Y. 2015. A Comparative Study On Properties Of Malaysian Porous Asphalt Mixes With Different Bitumen Contents. Research Journal of Applied Sciences, Engineering and Technology. 9(10): 797-806.
Kurokawa, K. 1999. Kisho Kurokawa: Kuala Lumpur International Airport. 24: Edition Acel Menges.
Nataraj, A. and A. Van der Meer. 2000. Use of Asphalt Crack Relief Layer In Airport Pavements. Reflective Cracking in Pavements-Research in Practice. Proceedings of the 4TH International RILEM Conference, 26-30 March 2000, Ottawa, Canada.
Nitinprasad, R. and M. S. Nagakumar, 2013. Performance Evaluation Of Dense Bituminous Macadam Mix - A Refusal Density Approach. International Journal of Research in Engineering and Technology. (IC-RICE Conference): 205-210.
Sridhar, R., et al., 2007. Effect of Gradation And Compactive Effort On The Properties Of Dense Bituminous
Macadam Mixes. Journal of Scientific and Industrial Research. 66(1): 56.
Bagi, Arun S., Vijay Gomarshi, and B. S. Shivaraj, 2014. Mix Design Properties And Moisture Sensitivity Characteristics Of Dense Bituminous Macadam Mixes Modified With Rediset, a Warm Mix Additive. International Journal of Research in Engineering and Technology. 3(7): 159-163.
Hunter, Robert N. 1994. Bituminous Mixtures In Road Construction. Thomas Telford.
Association, P. C. 2011. Cement-Treated Base. Integrated Paving Solutions.
Azadegan, Omid, Ehsan Yaghoubi, and Jie Li, 2013. Evaluation Of The Performance Of Lime And Cement Treated Base Layers In Unpaved Roads. The Electronic Journal of Geotechnical Engineering. 18: 1593-1602.
Guthrie, W., et al. 2005. Early-age Strength Assessment Of Cement-Treated Base Material. Transportation Research Record: Journal of the Transportation Research Board. 1936: 12-19.
Association, P. C. 2004. Florida Cement Treated Base Says "No" to Cracks. http://www.cement.org/think-harder-concrete-/paving/cement-treated-base-(ctb)/cement-treated-base-(ctb)-case-histories/florida-cement-treated-base-(ctb)-says-no-to-cracks.
Lim, Seungwook, and Dan Zollinger. 2003. Estimation of the Compressive Strength And Modulus Of Elasticity Of Cement-Treated Aggregate Base Materials. Transportation Research Record: Journal Of The Transportation Research Board. 1837: 30-38
Yuan, Deren. 2011. Evaluation and Mix Design Of Cement-Treated Base Materials With High Content Of Reclaimed Asphalt Pavement. Transportation Research Record: Journal of the Transportation Research Board. 2212: 110-119.
Halsted, Gregory E., David Robert Luhr, and Wayne S. Adaska. 2006. Guide to Cement-Treated Base (CTB). Transportation Research Record: Journal of the Transportation Research Board: 19.
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