Flexural behaviour of lightly cement stabilised materials: South Africa and Brazil
Source abstract
Abstract
This paper focuses on the flexural behaviour of lightly cement stabilised materials. An experimental programme was developed to analyse the effects of compaction method, test setup and displacement rate on the static behaviour, to characterise the laboratory fatigue behaviour of South African materials and to compare South African and Brazilian materials. Similar flexural properties were achieved using vibration and compression compaction methods. The South African setup leads to lower strength and stiffness values, but to a better prediction of the field modulus. The static properties are not affected by the displacement rate. The strain at break is not affected by any tested variable, being the most meaningful property for design. Strain-based models provide a better fatigue life prediction than the stress-based models. Laboratory models lead to a fatigue life shorter than the South African field transfer functions. Similarities were observed between South African and Brazilian materials, which suggests comparable fatigue performances.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Concrete Properties and Behavior
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil Engineering, Federal University of Rio Grande do Sul, Porto Alegre, Brazil
Department of Civil Engineering, University of Pretoria, Pretoria, South Africa
Funding
Conselho Nacional de Desenvolvimento Científico e Tecnológico · Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
References (64)
Show source-provided references
1. American Association of State Highway and Transportation Officials (AASHTO). (2010). Standard method of test for moisture-density relations of soils using a 4.54-kg (10-lb) rammer and a 457-mm (18-in.) drop: AASHTO T 180-01, Washington, DC.
2. 10.1016/j.conbuildmat.2015.03.04810.1016/j.conbuildmat.2015.03.048 ↗
3. Austroads. (2008). The development and evaluation of protocols for the laboratory characterisation of cemented materials, AP-T251-13. Sydney, Australia.
4. Balbo, J. T. (1993). Estudo das propriedades mecânicas das misturas de brita e cimento e sua aplicação aos pavimentos semi-rígidos [Study on the mechanical properties of mixtures of crushed rock and cement and theirs application in semirigid pavements] (Doctoral thesis). University of São Paulo, Brazil.
5. 10.1080/14680629.2018.151145810.1080/14680629.2018.1511458 ↗
6. 10.1080/14680629.2018.154568710.1080/14680629.2018.1545687 ↗
7. 10.1016/j.conbuildmat.2017.10.00310.1016/j.conbuildmat.2017.10.003 ↗
8. Ceratti, J. A. P. (1991). Estudo do comportamento a fadiga de solos estabilizados com cimento para utilização em pavimentos [Study on the fatigue behaviour of cement stabilized soils for pavements] (Doctoral thesis). Federal University of Rio de Janeiro, Brazil.
9. Committee of State Road Authorities (CSRA). (1985). Guidelines for road construction materials, Technical recommendations for highways: TRH 14. Pretoria, South Africa.
10. Committee of State Road Authorities (CSRA). (1986). Cementitious stabilizers in road construction, technical recommendations for highways: TRH 13. Pretoria, South Africa.
11. Council for Scientific and Industrial Research (CSIR). (2011). proposed test protocol for stabilized materials: maximum strain-at-break beam test: Draft Version 1.0, Report SAPDM-B1C-2011-02. Pretoria, South Africa.
12. De Beer, M. (1985). Behaviour of cementitious subbase layers in bitumen base structures (Master’s thesis). University of Pretoria, South Africa.
13. De Beer, M. (1990). Aspects of the design and behaviour of road structures incorporating lightly cementitious layers (Doctoral dissertation). University of Pretoria, South Africa.
14. 10.1016/j.conbuildmat.2014.07.00710.1016/j.conbuildmat.2014.07.007 ↗
15. 10.1016/j.matdes.2015.09.07110.1016/j.matdes.2015.09.071 ↗
16. 10.1080/14680629.2019.160592410.1080/14680629.2019.1605924 ↗
17. 10.1016/j.conbuildmat.2018.03.11910.1016/j.conbuildmat.2018.03.119 ↗
18. 10.1016/j.ijprt.2017.06.00110.1016/j.ijprt.2017.06.001 ↗
19. 10.3166/rmpd.10.187-21210.3166/rmpd.10.187-212 ↗
20. 10.1061/(ASCE)MT.1943-5533.000159810.1061/(ASCE)MT.1943-5533.0001598 ↗
21. 10.1080/14680629.2013.77930010.1080/14680629.2013.779300 ↗
22. 10.1080/14680629.2017.142310510.1080/14680629.2017.1423105 ↗
23. 10.1016/j.conbuildmat.2018.05.12910.1016/j.conbuildmat.2018.05.129 ↗
24. 10.1016/j.conbuildmat.2013.07.01710.1016/j.conbuildmat.2013.07.017 ↗
25. 10.1061/(ASCE)MT.1943-5533.000160110.1061/(ASCE)MT.1943-5533.0001601 ↗
26. 10.1680/coma.2007.160.4.17110.1680/coma.2007.160.4.171 ↗
27. 10.1007/BF0248599110.1007/BF02485991 ↗
28. 10.1007/BF0248595410.1007/BF02485954 ↗
29. Kolias, S., Katsakou, M. & Kaloidas, V. (2001). Mechanical properties of flexible pavement materials recycled with cement. Proceedings of the 1st International Symposium on Subgrade Stabilization and In Situ Pavement Recycling Using Cement, Salamanca.
30. Leung, W. C. & Ho, K. S. (1996). Report on strength comparison of 100 mm and 150 mm cubes: Special Project Report SPR 3/96, Public Works Central Laboratory. Hong Kong.
31. Liebenberg, J. J. E. (2002). The influence of various emulsion and cement contents on an emulsion treated ferricrete from the HVS test sections on Road P243/1, Council for Scientific and Industrial Research (CSIR) Confidential Contract Report CR-2001/77. Pretoria, South Africa.
32. Liebenberg, J. J. E. (2003). A structural design procedure for emulsion treated pavement layers (Master’s thesis). University of Pretoria, South Africa.
33. 10.3141/1819b-2110.3141/1819b-21 ↗
34. Liebenberg J. J. E. · Journal of the South African Institution of Civil Engineering · 2004 · 46 · 2
35. 10.3390/app806097010.3390/app8060970 ↗
36. Litwinowicz, A. & Brandon, A. N. (1994). Dynamic flexure testing for prediction of cement-treated pavement life. Proceedings of the 17th Australian Road Research Board Conference, Gold Coast.
37. 10.3141/1896-1110.3141/1896-11 ↗
38. 10.1080/14680629.2017.132577210.1080/14680629.2017.1325772 ↗
39. 10.1520/GTJ2014028110.1520/GTJ20140281 ↗
40. 10.3141/2401-0310.3141/2401-03 ↗
41. Mgangira, M. B. (2011). Effect of method of curing on the flexural characteristics of a cement stabilised material. Proceedings of the 30th Southern African Transport Conference (SATC 2011), Pretoria.
42. Nascimento R. S. · Transportes · 2018 · 26 · 21
43. National Cooperative Highway Research Program (NCHRP). (2014). Characterization of cementitiously stabilized layers for use in pavement design and analysis, Report 789. Washington DC, USA.
44. Otte, E. (1972). Die spanningsvervormingseienskappe van sementgestabiliseerde materiale [The stress-strain properties of cement-treated materials] (Master’s thesis). University of Pretoria, South Africa.
45. Otte, E. (1978). A structural design procedure for cement-treated layers in pavements (Doctoral dissertation). University of Pretoria, South Africa.
46. Paige-Green, P. (2014). Cementitious stabilization of road materials, Council for Scientific and Industrial Research (CSIR) Report. Pretoria, South Africa.
47. 10.1016/j.conbuildmat.2017.07.01410.1016/j.conbuildmat.2017.07.014 ↗
48. 10.1520/GTJ10418310.1520/GTJ104183 ↗
49. Paul D. K. · Journal of Materials in Civil Engineering · 2015 · 28 · 04015074-1
50. 10.1007/s40098-015-0158-210.1007/s40098-015-0158-2 ↗
51. Pretorius, C. P. (1970). Design considerations for pavements containing soil cement bases (PhD thesis). University of California, Berkeley, California.
52. Robroch, S. (2002). Laboratory testing on foamed bitumen and cement treated material from the HVS test sections on road P243/1, Council for Scientific and Industrial Research (CSIR) Confidential Contract Report CR-2001/69. Pretoria, South Africa.
53. 10.1061/(ASCE)MT.1943-5533.000225010.1061/(ASCE)MT.1943-5533.0002250 ↗
54. 10.1016/j.conbuildmat.2017.09.02710.1016/j.conbuildmat.2017.09.027 ↗
55. 10.1007/978-94-024-0867-6_5610.1007/978-94-024-0867-6_56 ↗
56. South African National Roads Agency Limited (SANRAL). (2014). South African pavement engineering manual. Pretoria, South Africa.
57. Theyse, H. L. (2013). Construction of the stabilised base layer sections on the R104 experimental site: 1st Draft Version, Restricted Draft Contract Report SANRAL/SAPDM/D-3/2013-02. South Africa.
58. 10.1177/036119819615390010210.1177/0361198196153900102 ↗
59. 10.1016/S0008-8846(97)00104-X10.1016/S0008-8846(97)00104-X ↗
60. Trichês, G. (1993). Concreto compactado a rolo para aplicação em pavimentação: Estudo do comportamento na fadiga e proposição de metodologia de dimensionamento [Roller compacted concrete for pavements: Study on the fatigue behaviour and proposal of a structural design method] (Doctoral thesis). Brazilian Aeronautics Institute of Technology, Brazil.
61. 10.17159/2309-8775/2018/v60n4a410.17159/2309-8775/2018/v60n4a4 ↗
62. Washington State Department of Transportation (WSDOT). (2005). Everseries user’s guide: Pavement analysis computer software and case studies, Washington, DC.
63. 10.1080/14680629.2017.133704210.1080/14680629.2017.1337042 ↗
64. 10.1016/j.nucengdes.2005.08.00410.1016/j.nucengdes.2005.08.004 ↗