journal article·2024-11Open access

Investigating the impact of vinyl acetate-ethylene polymer on the mechanical and microstructural properties of expansive clay subgrade

Mohammad Saberian, Salpadoru Tholkamudalige Anupiya. M. Perera, Jiasheng Zhu, Rajeev Roychand, Jie Li

Road Materials and Pavement Design· Volume 25· Issue 11

Abstract

The construction sector has undergone significant reforms towards increased sustainability in recent decades. Therefore, there has been a great interest in developing alternative binders for stabilising expansive clay subgrades and improving their mechanical properties while mitigating their swelling and shrinking behaviour. One such alternative binder is vinyl acetate-ethylene (VAE) polymers. However, there are only a few studies on utilising polymers, especially VAE polymers, for clay stabilisation. Specifically, there is a lack of research on using VAE polymer-stabilised clays for road subgrade purposes. This study aims to address this knowledge gap by evaluating the potential of using a VAE solid powder polymer to stabilise expansive clay subgrade through a comprehensive series of mechanical tests as well as physicochemical and microstructural analyses. The results of the experiments provide evidence that the introduction of the polymer considerably improved the mechanical strength and swell and shrinkage behaviour of the expansive clay.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Grouting, Rheology, and Soil Mechanics · Innovative concrete reinforcement materials

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

Affiliations

School of Engineering, RMIT University, Melbourne, Australia

References (81)

Show source-provided references
1. AASHTO. (1994). Standard test method of tests for resilient modulus of subgrade soils and untreated base/subbase materials. Washington, DC: AASHTO T 294-94.
2. AASHTO T307-99. (2003). Standard method of test for determining the resilient modulus of soils and aggregate materials. American Association of State Highway and Transportation Officials, 99.
3. 10.1016/j.conbuildmat.2021.12599410.1016/j.conbuildmat.2021.125994 ↗
4. 10.1016/j.trgeo.2023.10103910.1016/j.trgeo.2023.101039 ↗
5. 10.1061/(ASCE)MT.1943-5533.000256510.1061/(ASCE)MT.1943-5533.0002565 ↗
6. AS 1289.3.4.1. (2008). Methods of testing soils for engineering purposes soil classification tests - determination of the linear shrinkage of a soil - standard method. Australian Standard, 1–13.
7. AS 1289.5.1.1. (2017). Methods of testing soils for engineering purposes soil compaction and density tests – determination of the dry density/moisture content relation of a soil using standard compactive effort. Australian Standard, 1-13.
8. AS 1289.6.1.1. (2014). Soil strength and consolidation tests-determination of the California bearing ratio of a soil-standard laboratory method for a remoulded specimen. Australian Standard, 1-25.
9. AS 1289.7.1.1. (2003). Method of testing soils for engineering purposes/soil reactivity tests-determination of the shrinkage index of a soil-shrink-swell index. Australian Standard, 1-9.
10. AS 5101.4. (2008). Unconfined compressive strength of compacted materials. Australian Standard, 1-13.
11. ASTM D2487. (2017). Standard practice for classification of soils for engineering purposes (unified soil classification system. ASTM.
12. ASTM D4318. (2000). Standard test method for liquid limit, plastic limit, and plasticity index of soils. ASTM.
13. ASTM D854. (2010). Standard test methods for specific gravity of soil solids by water pycnometer. ASTM.
14. 10.1155/2013/35621410.1155/2013/356214 ↗
15. 10.1016/j.geotexmem.2017.05.00510.1016/j.geotexmem.2017.05.005 ↗
16. 10.1088/1757-899X/226/1/01205910.1088/1757-899X/226/1/012059 ↗
17. 10.1061/47630(409)1010.1061/47630(409)10 ↗
18. 10.1016/j.conbuildmat.2018.05.23310.1016/j.conbuildmat.2018.05.233 ↗
19. 10.1080/14680629.2021.194890810.1080/14680629.2021.1948908 ↗
20. 10.1016/j.conbuildmat.2017.05.08610.1016/j.conbuildmat.2017.05.086 ↗
21. 10.1016/j.trgeo.2021.10063910.1016/j.trgeo.2021.100639 ↗
22. 10.1016/j.conbuildmat.2012.08.04010.1016/j.conbuildmat.2012.08.040 ↗
23. 10.21660/2018.45.1069710.21660/2018.45.10697 ↗
24. 10.1080/14680629.2022.209202710.1080/14680629.2022.2092027 ↗
25. 10.1002/app.5163910.1002/app.51639 ↗
26. 10.1016/j.matpr.2019.09.14710.1016/j.matpr.2019.09.147 ↗
27. 10.1061/(ASCE)0899-1561(2007)19:1(84)10.1061/(ASCE)0899-1561(2007)19:1(84) ↗
28. 10.1016/j.jclepro.2021.12761810.1016/j.jclepro.2021.127618 ↗
29. 10.1061/(ASCE)MT.1943-5533.000270510.1061/(ASCE)MT.1943-5533.0002705 ↗
30. 10.1061/(ASCE)GT.1943-5606.000200810.1061/(ASCE)GT.1943-5606.0002008 ↗
31. 10.1061/(ASCE)MT.1943-5533.000115610.1061/(ASCE)MT.1943-5533.0001156 ↗
32. 10.1155/2020/983161510.1155/2020/9831615 ↗
33. 10.1007/s10706-019-01163-x10.1007/s10706-019-01163-x ↗
34. 10.1007/s40891-020-00236-910.1007/s40891-020-00236-9 ↗
35. 10.1016/j.jclepro.2014.02.04810.1016/j.jclepro.2014.02.048 ↗
36. 10.1061/(ASCE)0887-3828(2002)16:4(169)10.1061/(ASCE)0887-3828(2002)16:4(169) ↗
37. Li, J., Zou, J., Bayetto, P., & Barker, N. (2016). Shrink-swell index database for Melbourne. Australian Geomechanics Journal, 51(3), 61–76.
38. 10.1155/2017/812802010.1155/2017/8128020 ↗
39. 10.1080/14680629.2015.106670310.1080/14680629.2015.1066703 ↗
40. McAndrew, J., & Marsden, M. A. H. (1973). Regional guide to victorian geology. School of Geology, University. of Melbourne.
41. 10.1016/j.geotexmem.2018.05.00110.1016/j.geotexmem.2018.05.001 ↗
42. 10.1080/01694243.2019.157165910.1080/01694243.2019.1571659 ↗
43. 10.1016/j.jclepro.2020.12220910.1016/j.jclepro.2020.122209 ↗
44. 10.1007/s42947-021-00029-x10.1007/s42947-021-00029-x ↗
45. 10.1007/s12205-014-0137-710.1007/s12205-014-0137-7 ↗
46. 10.1080/14680629.2018.153013110.1080/14680629.2018.1530131 ↗
47. 10.1007/s12205-019-2251-z10.1007/s12205-019-2251-z ↗
48. NCHRP Project 1-28A. (2003). Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design. NCHRP.
49. 10.3390/ma1410254410.3390/ma14102544 ↗
50. 10.1016/j.jclepro.2019.05.25110.1016/j.jclepro.2019.05.251 ↗
51. 10.1007/s10064-014-0667-810.1007/s10064-014-0667-8 ↗
52. 10.34118/jbms.v2i1.1610.34118/jbms.v2i1.16 ↗
53. 10.3390/min1307093310.3390/min13070933 ↗
54. 10.1080/14680629.2023.226604710.1080/14680629.2023.2266047 ↗
55. Peck, W. A. (1992). Engineering geology of Melbourne: Proceedings of the seminar on engineering geology of Melbourne. Brookfield.
56. 10.1016/j.cscm.2022.e0124410.1016/j.cscm.2022.e01244 ↗
57. 10.1007/s42947-023-00339-210.1007/s42947-023-00339-2 ↗
58. 10.1016/j.conbuildmat.2019.08.00710.1016/j.conbuildmat.2019.08.007 ↗
59. 10.1016/j.sandf.2020.01.00710.1016/j.sandf.2020.01.007 ↗
60. 10.1080/14680629.2022.214069310.1080/14680629.2022.2140693 ↗
61. 10.22119/ijte.2014.479010.22119/ijte.2014.4790 ↗
62. 10.1080/00405000.2018.151204010.1080/00405000.2018.1512040 ↗
63. 10.1016/j.resconrec.2020.10516610.1016/j.resconrec.2020.105166 ↗
64. 10.1007/s10653-016-9897-y10.1007/s10653-016-9897-y ↗
65. 10.1016/j.jclepro.2018.08.18310.1016/j.jclepro.2018.08.183 ↗
66. 10.1016/j.trgeo.2020.10047710.1016/j.trgeo.2020.100477 ↗
67. 10.1016/j.soildyn.2019.10597810.1016/j.soildyn.2019.105978 ↗
68. 10.1061/(ASCE)MT.1943-5533.000461610.1061/(ASCE)MT.1943-5533.0004616 ↗
69. 10.1061/(ASCE)GT.1943-5606.000032910.1061/(ASCE)GT.1943-5606.0000329 ↗
70. 10.1007/s10064-021-02444-710.1007/s10064-021-02444-7 ↗
71. 10.1680/jgein.18.0000910.1680/jgein.18.00009 ↗
72. 10.3390/min904022410.3390/min9040224 ↗
73. 10.3390/polym1110167510.3390/polym11101675 ↗
74. 10.1016/j.geotexmem.2006.11.00210.1016/j.geotexmem.2006.11.002 ↗
75. 10.1007/s10706-020-01387-210.1007/s10706-020-01387-2 ↗
76. 10.1061/(ASCE)GM.1943-5622.000229710.1061/(ASCE)GM.1943-5622.0002297 ↗
77. 10.1016/j.trgeo.2023.10093410.1016/j.trgeo.2023.100934 ↗
78. 10.1016/j.uclim.2021.10081210.1016/j.uclim.2021.100812 ↗
79. 10.1080/14680629.2020.183444210.1080/14680629.2020.1834442 ↗
80. 10.1016/j.jclepro.2022.13408610.1016/j.jclepro.2022.134086 ↗
81. 10.1088/1757-899X/1203/3/03204410.1088/1757-899X/1203/3/032044 ↗