Utilization of Mobile Waste in Construction Industry in Preparation of Flexible Pavement
Keywords:
Bitumen, Plastic, Mobile Chips, Stability, Penetration, Sample, DuctilityAbstract
Bituminous mixes are most commonly used all over the world in flexible pavement construction. It consists of asphalt or bitumen (used as a binder) and mineral aggregate which are mixed together, laid down in layers and then compacted. Under normal circumstances, conventional bituminous pavements if designed and executed properly perform quite satisfactorily but the performance of bituminous mixes is very poor under various situations. Today’s asphaltic concrete pavements are expected to perform better as they are experiencing increased volume of traffic, increased loads and increased variations in daily or seasonal temperature over what has been experienced in the past. In addition, the performance of bituminous pavements is found to be very poor in moisture induced situations. Considering this a lot of work has been done on use of additives in bituminous mixtures and as well as on modification of bitumen. Research has indicated that the addition of mobile chips and waste LPDE plastic to asphalt binders helps to increase the interfacial cohesiveness of the bond between the aggregate and the binder which can enhance many properties of the asphalt pavements to help meet these increased demands. However, the additive that is to be used for modification of mix or binder should satisfy both the strength requirements as well as economical aspects. In this research work we will add LPDE plastic waste 4% by weight and mobile chips as an aggregate replacement as 10%, 15%, 20% and 25% by weight. To determine the best suitable and stable replacement of bitumen in construction industry.
Downloads
References
Brown E.R. (1992), “Experience with Stone Matrix Asphalt in the United States”, NCAT Publication, Auburn University, Alabama.
Jones David R. ,Kennedy Thomas W (1994) , THE ASPHALT MODEL: The Results of SHRP Asphalt Research Program, A-001 Contract SHRP, Transportation Research Center, University of Texas, Austin, USA.
National Asphalt Pavement Association (1994), Guidelines for materials, productions, and placement of SMA, Technical Working Group, Publication No. IS118.
Brown E.R., Haddock J.E. and Crawford C. (1996), “Investigation of Stone Matrix Asphalt Mortars”, TRR 1530, National Research Council, TRB, USA, pp 95 – 102.
Pawan Kumar, P. K. Sikdar, Sunil Bose & Satish Chandra (2004), Use of Jute Fiber in SMA for Road Materials and for Pavement Design, vol.5(2), pp. 239-249.
Kamraj C., Sood V.K. ,Jain P.K. and Sikdar P.K.(2006), “Design of Stone Matrix Asphalt by using Different Stabilizing Additives”, Journal of the IRC, Volume 67-1, April-June, pp 107-114.
Ibrahim M. Asi (2006), “Laboratory Comparison Study for the Use of Stone Matrix Asphalt in Hot Weather Climates ” , Construction and Building Materials, Volume 20, Issue 10, pp. 982-989.
Bose S. , Kamaraj C. and Nanda P.K. (2006), “Stone Mastic Asphalt (SMA),A Long Life Pavement Surface” , International Seminar on Innovations in Construction and in Maintenance of Flexible Pavements, Agra, 2-4 September, Technical Papers, Volume 1, pp. 169-17.
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution 4.0 International License.
https://creativecommons.org/licenses/by/4.0