journal article·2026-01

Analyzing Influencing Factors and Predictive Modeling of Dynamic Resilient Modulus for SAP-Treated Loess Subgrade

Zhili Luo, Xuejiang Lan, Shujie Han, Xiao Zhang

Publisher page

Abstract

No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.

Source: Not provided · Quality: missing

Affiliations

Shanxi Vocational Univ. of Engineering Science and Technology

Taiyuan Univ. of Technology

References (45)

Show source-provided references
1. AASHTO. 2003. Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO T307-99. Washington DC: AASHTO.
2. 10.1016/j.agwat.2020.10651310.1016/j.agwat.2020.106513 ↗
3. ASTM. 2007. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166. West Conshohocken PA: ASTM.
4. ASTM. 2010. Standard test methods for liquid limit plastic limit and plasticity index of soils. ASTM D4318. West Conshohocken PA: ASTM.
5. 10.1111/j.1475-2743.2010.00271.x10.1111/j.1475-2743.2010.00271.x ↗
6. 10.1002/app.223910.1002/app.2239 ↗
7. 10.1016/1040-6182(94)90032-910.1016/1040-6182(94)90032-9 ↗
8. Dunlap W. A. 1963. A mathematical model describing the deformation characteristics of granular materials. Technical Rep. No. 1. College Station TX: Texas A&M Univ.
9. 10.1002/app.1966.07010061010.1002/app.1966.070100610 ↗
10. Flory, P. J. 1953. Principles of polymer chemistry. New York: Cornell University Press.
11. Fredlund, D. G., A. T. Bergan, and P. K. Wong. 1977. “Relation between resilient modulus and stress conditions for cohesive subgrade soils.” Transp. Res. Rec. 642 (1): 73–81.
12. 10.1016/0013-7952(88)90029-410.1016/0013-7952(88)90029-4 ↗
13. George, K. P. 2004. Prediction of resilient modulus from soil index properties. Oxford, MS: Univ. of Mississippi.
14. Hicks R. G. 1970. “Factors influencing the resilient properties of granular materials.” Ph.D. thesis Institute of Transportation and Traffic Engineering Univ. of California.
15. 10.1007/s10706-019-00849-610.1007/s10706-019-00849-6 ↗
16. Jiang X. L. 2022. “Microscopic mechanism and nonlinear mechanical behaviors of inorganic composite stabolized soils with rice husk ash.” Ph.D. thesis College of Civil Engineering and Architecture Zhejiang Univ.
17. 10.1080/10298436.2017.139410110.1080/10298436.2017.1394101 ↗
18. Li, C., W. D. Deng, and X. K. Cui. 2009. “The study on resilient modulus of remolded loess in moisture circulation process.” [In Chinese.] J. Transp. Eng. 25 (2): 8–12. https://doi.org/10.16544/j.cnki.cn43-149.
19. 10.1016/j.jpowsour.2010.11.00310.1016/j.jpowsour.2010.11.003 ↗
20. 10.2136/sssaj2017.05.016410.2136/sssaj2017.05.0164 ↗
21. Luo, Z. L., X. Zhang, Y. Gao, Y. B. Wang, F. Liu, and X. J. Lan. 2023. “Mechanical properties of loess subgrade treated by superabsorbent polymer.” Case Stud. Constr. Mater. 18 (Jul): e01741. https://doi.org/10.1016/j.cscm.2022.e01741.
22. MOTPRC (Ministry of Transport of the People’s Republic of China). 2020. Test methods of soils for highway engineering. JTG 3430. Beijing: MOTPRC.
23. 10.1080/10298436.2016.119987710.1080/10298436.2016.1199877 ↗
24. 10.1139/cgj-2012-005210.1139/cgj-2012-0052 ↗
25. 10.1016/j.trgeo.2016.05.00110.1016/j.trgeo.2016.05.001 ↗
26. 10.1016/S0032-3861(98)00095-010.1016/S0032-3861(98)00095-0 ↗
27. 10.1016/S0013-7952(02)00145-X10.1016/S0013-7952(02)00145-X ↗
28. 10.1061/(ASCE)MT.1943-5533.000136010.1061/(ASCE)MT.1943-5533.0001360 ↗
29. 10.1016/j.cemconcomp.2015.10.01610.1016/j.cemconcomp.2015.10.016 ↗
30. 10.1016/j.cemconres.2012.05.00510.1016/j.cemconres.2012.05.005 ↗
31. 10.1177/1045389X1243862310.1177/1045389X12438623 ↗
32. 10.1016/j.catena.2022.10641110.1016/j.catena.2022.106411 ↗
33. 10.1016/j.jclepro.2020.12384110.1016/j.jclepro.2020.123841 ↗
34. 10.1061/(ASCE)MT.1943-5533.000277010.1061/(ASCE)MT.1943-5533.0002770 ↗
35. 10.1016/j.enggeo.2018.04.00710.1016/j.enggeo.2018.04.007 ↗
36. 10.1177/036119810519130011010.1177/0361198105191300110 ↗
37. 10.1016/j.sandf.2021.08.01010.1016/j.sandf.2021.08.010 ↗
38. 10.2136/sssaj2016.07.023110.2136/sssaj2016.07.0231 ↗
39. Zhang, J. H., J. H. Peng, and J. L. Zheng. 2020a. “Progress and prospect of the prediction model of the resilient modulus of subgrade soils.” [In Chinese.] China J. Highway Transp. 33 (1): 1–13. https://doi.org/10.3969/j.issn.1001-7372.2020.01.001.
40. 10.1080/14680629.2018.148113810.1080/14680629.2018.1481138 ↗
41. Zhang, X., and W. P. Ran. 2018. “Influence of freeze-thaw cycles on remodeled-loess’s resilience modulus evolution law.” [In Chinese.] Highway Eng. 43 (5): 42–47. https://doi.org/10.3969/j.issn.1674-0610.2018.05.009.
42. Zhang Y. P. 2019. “Research on dynamic properties and deformation characteristics of subgrade filling modified by oil shale wastes in seasonally frozen area.” Ph.D. thesis Transportation College of Jilin Univ.
43. Zhou, E. Q., J. H. Zhang, L. Cui, Z. X. Zong, and J. F. Lu. 2021. “Compaction and dynamic deformation properties of rubber-silt lightweight mixed soil.” [In Chinese.] J. Build. Mater. 24 (6): 1242–1247. https://doi.org/10.3969/j.issn.1007-9629.2021.06.016.
44. 10.1016/j.enggeo.2014.09.01010.1016/j.enggeo.2014.09.010 ↗
45. Zohourian-Mehr, M. J., and K. Kabiri. 2008. “Superabsorbent polymer materials: A review.” Iran. Polym. J. 17 (6): 451–477.