journal article·2011-10

Rheology of waste plastic fibre-modified bitumen

Praveen Kumar, Rashi Garg

Publisher page

Abstract

Abstract Development of modified asphalt materials to improve the overall performance of pavements has been the focus of several research efforts made over the past few decades. Use of discarded waste plastic construction was one of the steps taken in this direction. Using the waste materials in road construction will not only bring out significant saving in road material costs but also help towards tackling the problems of disposal of such waste materials, which tend to be hazardous in as much as they can cause pollution of both air and water. The dynamic shear rheometer is used for the determination of the rheological properties of bitumen in a wide range of temperatures. The rheological properties of road bitumen are improved by means of polymer modification as identified by both conventional and more fundamental rheological parameters. The present study aimed at preparing bitumen modified with waste plastic fibres and finding the variation of conventional and rheological properties (before and after ageing) at different temperatures. Both short- and long-term ageing is considered. The complex modulus is determined at 10 rad/s and at temperatures varying from 46 to 58°C. Using the test results, the optimum fibre content was found out and properties of unmodified and modified bituminous mixes were compared using the Marshall test. Keywords: waste plasticbituminous layermodified bitumenhighway Notes 1. garg.311@gmail.com Additional informationNotes on contributorsRashi Garg 1 1. garg.311@gmail.com
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (18)

Show source-provided references
1. ASTM D 1754, 1997. Effect of heat and air on asphaltic materials (thin film oven test)
2. ASTM D 6521, 2008. Standard practice for accelerated ageing of asphalt binder using a pressurized ageing vessel (PAV)
3. Airey G.D. · Journal of the Association of Asphalt Paving Technologists · 1998 · 67 · 66
4. 10.1016/j.fuel.2005.09.01510.1016/j.fuel.2005.09.015 ↗
5. 10.1016/S0167-577X(03)00458-010.1016/S0167-577X(03)00458-0 ↗
6. 2002
7. 2004
8. Jew P. · Proceedings of the Association of Asphalt Paving Technologists · 1986 · 55 · 541
9. Khalid H.A. · Proceedings of the Institution of Civil Engineers · 1998 · 129 · 24010.1680/itran.1998.31394 ↗
10. Lee, N.K. and Hesp, S.A.M. 1994. “Low temperature fracture toughness of polyethylene modified asphalt binders. TRR 1436”. 54–59. Washington, DC: National Research Board, National Research Council.
11. Lenoble C. · Journal of Association of Asphalt Paving Technologists · 1994 · 63 · 450
12. 10.1016/S0950-0618(01)00033-210.1016/S0950-0618(01)00033-2 ↗
13. 10.1061/(ASCE)0899-1561(2005)17:1(89)10.1061/(ASCE)0899-1561(2005)17:1(89) ↗
14. 10.1016/S0016-2361(03)00217-510.1016/S0016-2361(03)00217-5 ↗
15. 10.1061/(ASCE)0899-1561(2001)13:4(306)10.1061/(ASCE)0899-1561(2001)13:4(306) ↗
16. 10.1061/(ASCE)0899-1561(1999)11:2(131)10.1061/(ASCE)0899-1561(1999)11:2(131) ↗
17. 10.1061/(ASCE)0899-1561(1995)7:2(117)10.1061/(ASCE)0899-1561(1995)7:2(117) ↗
18. Salab Z.E. · Journal of Transportation Engineering, ASCE · 2000 · 116 · 203