The two-dimension strength criterion of asphalt mixture under different compressive–tensile stress ratio
Source abstract
Abstract
The failure behaviour of asphalt mixtures under compressive–tensile stress is consistent with the stress conditions in real pavement structures, making the study of their two-dimensional strength criterion crucial. This study investigates the strength and failure criteria of asphalt mixtures through platform splitting tests with different depths and biaxial compressive-tensile tests. By applying the octahedral strength theory and developing the damage ratio strength theory, a relationship based on inelastic volumetric expansion is established. It is verified that the damage ratio strength criterion has broader applicability under complex stress conditions, providing valuable references for pavement design and durability enhancement.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Material Properties and Failure Mechanisms · Rock Mechanics and Modeling
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Changsha University of Science & Technology
Funding
National Natural Science Foundation of China · Postgraduate Innovation Project of Hunan Provincial Department of Education, China
References (47)
Show source-provided references
1. 10.1520/D3967-1610.1520/D3967-16 ↗
2. Behnia, B. (2013). An acoustic emission-based test to evaluate low temperature behavior of asphalt materials. University of Illinois at Urbana-Champaign.
3. 10.1080/14680629.2023.226650610.1080/14680629.2023.2266506 ↗
4. 10.1016/j.conbuildmat.2018.07.19110.1016/j.conbuildmat.2018.07.191 ↗
5. 10.1080/14680629.2022.214660110.1080/14680629.2022.2146601 ↗
6. Chiew, S. M., Ibrahim, I. S., Jamaluddin, N., Sarbini, N. N., Ma, C. K., & Ahmad, Y. (2020). Behavior of steel fiber-reinforced concrete under biaxial stresses. ACI Structural Journal, 117(4), 561–572.
7. 10.1080/14680629.2011.969035610.1080/14680629.2011.9690356 ↗
8. 10.14359/5173298910.14359/51732989 ↗
9. 10.12989/scs.2017.24.3.30910.12989/scs.2017.24.3.309 ↗
10. 10.1016/j.conbuildmat.2018.02.15110.1016/j.conbuildmat.2018.02.151 ↗
11. 10.1016/j.conbuildmat.2021.12581510.1016/j.conbuildmat.2021.125815 ↗
12. 10.1016/j.conbuildmat.2018.03.08710.1016/j.conbuildmat.2018.03.087 ↗
13. 10.3390/buildings1402045710.3390/buildings14020457 ↗
14. Guan, H. X., Li, L. Y., Yang, H. Y., Liu, H., and Luo, Z. J. (2014). Intermediate principal stress effect on asphalt mixture at low temperature. China Journal of Highway Transport, 27(11), 16–45.
15. 10.1016/j.conbuildmat.2021.12243110.1016/j.conbuildmat.2021.122431 ↗
16. 10.1061/(ASCE)MT.1943-5533.000429910.1061/(ASCE)MT.1943-5533.0004299 ↗
17. 10.3390/ma1311254110.3390/ma13112541 ↗
18. 10.1061/JMCEE7.MTENG-1667910.1061/JMCEE7.MTENG-16679 ↗
19. 10.1016/0148-9062(78)90003-710.1016/0148-9062(78)90003-7 ↗
20. Jianlong, Z. (2012). Deflection design standards of asphalt pavement based on state design method. Zhongguo Gonglu Xuebao (China Journal of Highway and Transport), 25(4), 1–9.
21. 10.19721/j.cnki.1001-7372.2014.01.00110.19721/j.cnki.1001-7372.2014.01.001 ↗
22. 10.1520/JTE2014005610.1520/JTE20140056 ↗
23. 10.1016/S0950-0618(01)00033-210.1016/S0950-0618(01)00033-2 ↗
24. Marasteanu M. Zofka A. Turos M. Li X. Velasquez R. Li X. … McGraw J. (2007). Investigation of low temperature cracking in asphalt pavements national pooled fund study 776.
25. McGennis, R. B., Anderson, R. M., Kennedy, T. W., & Solaimanian, M. (1995). Background of SUPERPAVE asphalt mixture design and analysis (No. FHWA-SA-95-003). Federal Highway Administration. Office of Technology Applications.
26. Ministry of Transport of the People's Republic of China. (2004). JTG F40-2004: Technical specification for highway asphalt pavement recycling (in Chinese). China Communications Press.
27. 10.1016/j.conbuildmat.2021.12473610.1016/j.conbuildmat.2021.124736 ↗
28. 10.1007/s00603-018-1559-110.1007/s00603-018-1559-1 ↗
29. Qian, G., Liu, H. F., & Jianlong, Z. (2012). Tension compression fatigue damage test of asphalt mixture. Highway traffic technology, 29((03|3)), 1–6.
30. 10.1177/036119810519290012010.1177/0361198105192900120 ↗
31. 10.1080/1029843070169046210.1080/10298430701690462 ↗
32. 10.3141/2126-1810.3141/2126-18 ↗
33. 10.1016/j.cemconcomp.2015.07.00210.1016/j.cemconcomp.2015.07.002 ↗
34. 10.3390/ma1619638210.3390/ma16196382 ↗
35. 10.1007/s10706-017-0302-010.1007/s10706-017-0302-0 ↗
36. 10.1680/jemmr.16.0014210.1680/jemmr.16.00142 ↗
37. 10.1016/j.heliyon.2022.e1006010.1016/j.heliyon.2022.e10060 ↗
38. 10.3390/coatings1303061810.3390/coatings13030618 ↗
39. 10.1016/j.mechmat.2024.10516510.1016/j.mechmat.2024.105165 ↗
40. Wu, X., & Yang, L. J. (2013). The elastic theory solution for curved beam with difference elastic modulus in tension and compression. Engineering Mechanics, 30(1), 76–80.
41. 10.1179/1432891714Z.00000000050010.1179/1432891714Z.000000000500 ↗
42. 10.1007/s11595-015-1184-810.1007/s11595-015-1184-8 ↗
43. Yao-guang, H., Lian-Guo, W. A. N. G., Jia-rui, C. H. E. N., & Ji-hua, Z. (2015). Theoretical analysis of flattened Brazilian splitting test for determining tensile strength of rocks. Rock and Soil Mechanics, 36(3), 739–748.
44. 10.1061/JMCEE7.MTENG-1614510.1061/JMCEE7.MTENG-16145 ↗
45. 10.3390/ma1420604110.3390/ma14206041 ↗
46. 10.1007/s00419-021-02020-110.1007/s00419-021-02020-1 ↗
47. 10.1061/(ASCE)MT.1943-5533.000380410.1061/(ASCE)MT.1943-5533.0003804 ↗