journal article·2022-02

Evaluation of effects of soybean derived oil and aggregate petrology on the performance of asphalt mixes

Muhammad Akhtar Tarar, Ammad Hassan Khan, Zia ur Rehman

Publisher page

Abstract

The realistic prediction of long term performance of hot mix asphalt (HMA) has been a challenging task for the pavement industry. This study aims to investigate the effect of soybean derived oil and aggregate petrology on the HMA performance. The properties of HMA were evaluated using Superpave gyratory compactor (SGC), indirect tensile (IDT) strength, dynamic modulus and semicircular bend (SCB) tests. The SGC results indicated that soybean derived oil has no adverse effect on compaction of HMA. The tensile strength ratio (TSR) analysis showed that the presence of quartz and feldspar in aggregates could affect the durability of HMA. The TSR results found that soybean oil improved resistance of HMA against moisture susceptibility. The SCB test results showed that the soybean oil improved the fracture resistance of asphalt mixes. The dynamic modulus results revealed that soybean derived oil decreased the stiffness of HMA.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Natural Fiber Reinforced Composites

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

Affiliations

Department of Civil Engineering, The University of Lahore

Department of Transportation Engineering and Management, University of Engineering and Technology

References (74)

Show source-provided references
1. 10.1080/14680629.2012.71000310.1080/14680629.2012.710003 ↗
2. 10.1080/10298436.2010.48872810.1080/10298436.2010.488728 ↗
3. Ahmad, J., Rahman, M. Y. A., & Hainin, M. R. (2011). Rutting evaluation of dense graded hot mix asphalt mixture. International Journal of Engineering & Technology, 11(5), 56–60.
4. 10.1016/j.conbuildmat.2006.03.00510.1016/j.conbuildmat.2006.03.005 ↗
5. 10.1080/14680629.2002.968993010.1080/14680629.2002.9689930 ↗
6. 10.1061/(ASCE)0733-9399(2009)135:11(1265)10.1061/(ASCE)0733-9399(2009)135:11(1265) ↗
7. 10.1016/j.conbuildmat.2017.04.12610.1016/j.conbuildmat.2017.04.126 ↗
8. 10.1080/10298436.2011.56661210.1080/10298436.2011.566612 ↗
9. 10.1080/14680629.2014.92795110.1080/14680629.2014.927951 ↗
10. 10.1080/14680629.2015.103082710.1080/14680629.2015.1030827 ↗
11. Arasan, S., Hasiloglu, S. A., & Akbulut, S. (2010). Shape properties of natural and crushed aggregate using image analysis. International Journal of Civil and Structural Engineering, 1(2), 221–233.
12. 10.1520/JTE2017005210.1520/JTE20170052 ↗
13. 10.1061/(ASCE)MT.1943-5533.000144510.1061/(ASCE)MT.1943-5533.0001445 ↗
14. 10.1080/14680629.2018.149188310.1080/14680629.2018.1491883 ↗
15. 10.1080/14680629.2017.140735410.1080/14680629.2017.1407354 ↗
16. 10.1016/j.conbuildmat.2009.10.00810.1016/j.conbuildmat.2009.10.008 ↗
17. 10.1080/14680629.2015.107763510.1080/14680629.2015.1077635 ↗
18. Clyne T. R. Li X. Marasteanu M. O. & Skok E. L. (2003). Dynamic and resilient modulus of MN/DOT asphalt mixtures. Report No. MN/RC – 2003-09.
19. 10.1016/j.ndteint.2010.06.00710.1016/j.ndteint.2010.06.007 ↗
20. Cross S. A. Jakatimath Y. & Sumesh K. C. (2007). Determination of dynamic modulus master curves for Oklahoma HMA mixtures (Report No. FHWA/OK 07 (05). Oklahoma Department of Transportation.
21. Dougan C. E. Stephens J. E. Mahoney J. & Hansen G. (2003). |E*|-dynamic modulus test protocol problems and solutions Publication CT-SPR-0003084- F03-3.Connecticut Department of Transportation and Federal Highway Administration.
22. 10.1007/s41062-018-0126-710.1007/s41062-018-0126-7 ↗
23. 10.1016/j.conbuildmat.2017.05.19510.1016/j.conbuildmat.2017.05.195 ↗
24. 10.1080/14680629.2017.134578110.1080/14680629.2017.1345781 ↗
25. 10.1080/14680629.2019.162844110.1080/14680629.2019.1628441 ↗
26. 10.1061/(ASCE)MT.1943-5533.000252610.1061/(ASCE)MT.1943-5533.0002526 ↗
27. 10.1016/j.tca.2018.11.01110.1016/j.tca.2018.11.011 ↗
28. 10.1080/10298436.2018.150243710.1080/10298436.2018.1502437 ↗
29. 10.1016/j.conbuildmat.2014.12.02210.1016/j.conbuildmat.2014.12.022 ↗
30. Flintsch G. W. Loulizi A. & Diefenderfer B. K. (2007). Asphalt material characterization in support of implementation of mechanistic empirical pavement design guide. Report no. VTRC 07-CR10. Virginia Transportation Research Council: Final report.
31. 10.1007/s12665-016-6191-310.1007/s12665-016-6191-3 ↗
32. 10.1080/10298436.2015.102277810.1080/10298436.2015.1022778 ↗
33. Goel, G., & Sachdeva, S. N. (2016). Stripping phenomenon in bituminous mixes: An overview. International Journal of Mathematical Sciences and Applications, 6(2), 353–360.
34. Hamzah, M. O., Hasan, M. R. M., Ismail, M. R., & Shahadan, Z. (2010). Effects of temperature on abrasion loss of porous and dense asphalt mixes. European Journal of Scientific Research, 40(4), 589–597.
35. Hamzah, M. O., Puzi, M. A. A., & Azizli, K. A. M. (2010). Properties of geometrically cubical aggregates and its mixture design. IJRRAS, 3(3), 249–256.
36. 10.1080/14680629.2017.132988210.1080/14680629.2017.1329882 ↗
37. Indexmundi. (2020). Soybean oil production by country in 1000 MT https://www.indexmundi.com/agriculture/?commo-dity=soybean-oil&graph=production
38. 10.3390/jcs303007210.3390/jcs3030072 ↗
39. 10.1080/1029843090357896010.1080/10298430903578960 ↗
40. Kim, Y. R., King, M., & Momen, M. (2005, May 9). Typical dynamic moduli values of hot mix asphalt in North Carolina and their prediction. North Carolina State University, Raleigh, Washington, DC, USA.
41. 10.3390/ma1105083310.3390/ma11050833 ↗
42. 10.1080/14680629.2008.969017610.1080/14680629.2008.9690176 ↗
43. 10.1061/(ASCE)0899-1561(2010)22:2(145)10.1061/(ASCE)0899-1561(2010)22:2(145) ↗
44. 10.1080/14680629.2012.66664110.1080/14680629.2012.666641 ↗
45. 10.11113/jt.v70.349810.11113/jt.v70.3498 ↗
46. 10.1016/j.sandf.2017.08.01310.1016/j.sandf.2017.08.013 ↗
47. Mohammad, L. N., Saadeh, S., Obulareddy, S., & Cooper, S. (2007, January 21–25). Characterization of louisiana asphalt mixtures using simple performance tests. Proceedings of the 86th Annual Meetingof the Transportation Research Board, TRB, National Research Council.
48. NCHRP. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Transportation Research Board.
49. 10.1061/(ASCE)MT.1943-5533.000053910.1061/(ASCE)MT.1943-5533.0000539 ↗
50. 10.1080/14680629.2019.166127610.1080/14680629.2019.1661276 ↗
51. 10.3390/ma110-9155410.3390/ma110-91554 ↗
52. 10.1016/j.coldregions.2017.02.00310.1016/j.coldregions.2017.02.003 ↗
53. 10.1080/10298436.2019.163145310.1080/10298436.2019.1631453 ↗
54. 10.1016/j.ijprt.2018.01.00210.1016/j.ijprt.2018.01.002 ↗
55. 10.1080/23249935.2018.15-1713310.1080/23249935.2018.15-17133 ↗
56. 10.1016/j.ijprt.2018.03.00810.1016/j.ijprt.2018.03.008 ↗
57. 10.1016/j.conbuildmat.2013.11.08710.1016/j.conbuildmat.2013.11.087 ↗
58. 10.1016/j.compositesb.2007.05.00310.1016/j.compositesb.2007.05.003 ↗
59. 10.3141/2296-1510.3141/2296-15 ↗
60. 10.1016/j.ijprt.2018.05.00210.1016/j.ijprt.2018.05.002 ↗
61. 10.1080/10298436.2019.160069010.1080/10298436.2019.1600690 ↗
62. Tashman L. & Elangovan M. A. (2007). Dynamic modulus test – laboratory investigation and future implementation in theState of Washington. Final Research Report WA-RD 704.1. Washington State Department of Transportation Final Report.
63. 10.1155/2016/626431710.1155/2016/6264317 ↗
64. 10.3390/app707074310.3390/app7070743 ↗
65. 10.3390/app913274710.3390/app9132747 ↗
66. 10.1061/(ASCE)MT.1943-5533.000071310.1061/(ASCE)MT.1943-5533.0000713 ↗
67. 10.1061/(ASCE)MT.1943-5533.000254710.1061/(ASCE)MT.1943-5533.0002547 ↗
68. Williams, R. C., Cascione, A. A., Cochran, E. W., & Hernandez, N. B. (2014). Development of bio-based polymers for use in asphalt (Report No. IHRB Project TR-639). Iowa Department of Transportation, Iowa State University.
69. 10.1021/ja01619a00810.1021/ja01619a008 ↗
70. 10.1016/j.ijprt.2017.10.00710.1016/j.ijprt.2017.10.007 ↗
71. 10.1617/s11527-008-9408-410.1617/s11527-008-9408-4 ↗
72. You Z. Beale J. M. Yang X. & Dai Q. (2012). Alternative materials for sustainable transportation Michigan Department of Transportation Murray Van Wagoner Building 425 West Ottawa P.O. Box 30050 Lansing MI 48909.
73. 10.1016/j.conbuildmat.2011.06.02510.1016/j.conbuildmat.2011.06.025 ↗
74. 10.1080/10298436.2018.15-4932310.1080/10298436.2018.15-49323 ↗