Improved Fatigue Performance and Cost-Effectiveness of Natural Rubber Latex–Modified Cement-Stabilized Pavement Base at Raised Temperatures
Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 3
Abstract
The increased temperature at the early state of curing affects the fatigue properties of pavement base materials. The fatigue properties of stabilized pavement bases and subbases govern the performance and service life of pavement structures. This research study utilized natural rubber latex (NRL) to enhance the tensile fatigue properties of cement-stabilized base materials at various temperatures. The effects of influence factors such as cement content (3%, 5%, and 7%), NRL replacement ratio (0%, 10%, 15%, 20%, 25%, and 30%), and temperature (25°C, 40°C, and 60°C) on indirect tensile strength (ITS), indirect tensile resilient modulus (IT ), and indirect tensile fatigue life (ITFL) were studied in this research. NRL replacement was found to improve the UCS, ITS, IT , and ITFL of cement (C)-stabilized soil up to the highest values at the optimum NRL replacement ratios, which were 20%, 15%, and 10% for cement contents of 3%, 5%, and 7%, respectively. The cement-NRL (C-NRL)-stabilized samples were found to have superior ITS, IT , and ITFL values compared with C-stabilized samples for the same cement content but had the same rate of reduction in ITS due to the raised temperature. For the NRL replacement ratio on the dry side of optimum, the C-NRL-stabilized samples had lower rate of IT reduction than the C-stabilized samples, although they had the same ITS due to the higher toughness. Therefore, the rate of ITFL reduction of C-NRL-stabilized samples was lower than that of the C-stabilized samples. It was proven in this research that the NRL replacement could reduce the thickness (superior IT ) of a cement-NRL-stabilized base course for a given traffic volume and service life, and therefore the construction (material and operation) cost by 17.26% benchmarked to a C-stabilized base course. Finally, the cost-effective design method for C-NRL-stabilized bases course was proposed, which will promote the use of NRL as an alternative green additive instead of synthetic polymer.
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Data Availability Statement
Some or all data, models, or code that support the finding of this study are available from the corresponding author upon reasonable request. All data shown in figures and tables can be provided on request.
Acknowledgments
This work was financially supported by the National Science and Technology Development Agency under the Chair Professor program (Grant No. P-19-52303) and Suranaree University of Technology.
References
AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.
ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM D1557-12e1. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard test method for indirect tensile (IDT) strength of asphalt mixtures. ASTM D6931-17. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test method for indirect tension test for resilient modulus of bituminous mixtures. ASTM D4123-82. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test methods for compressive strength of molded soil-cement cylinders. ASTM D1633-17. West Conshohocken, PA: ASTM.
ASTM. 2020. Standard practice for making and curing soil-cement compression and flexure test specimens in the laboratory. ASTM D1632-17. West Conshohocken, PA: ASTM.
Austroads. 2004. Pavement design: A guide to the structural design of road pavements. Sydney, Australia: Austroads.
Baghini, M. S., A. Ismail, S. S. Naseralavi, and A. A. Firoozi. 2016. “Performance evaluation of road base stabilized with styrene–butadiene copolymer latex and portland cement.” Int. J. Pavement Res. Technol. 9 (4): 321–336. https://doi.org/10.1016/j.ijprt.2016.08.006.
Biswal, D. R., U. C. Sahoo, and S. R. Dash. 2020. “Fatigue characteristics of cement-stabilized granular lateritic soils.” J. Transp. Eng. Part B: Pavements 146 (1): 04019038. https://doi.org/10.1061/JPEODX.0000147.
Buritatum, A., et al. 2022. “Improvement of tensile properties of cement-stabilized soil using natural rubber latex.” J. Mater. Civ. Eng. 34 (4): 04022028. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004173.
Buritatum, A., S. Horpibulsuk, A. Udomchai, A. Suddeepong, T. Takaikaew, N. Vichitcholchai, J. Horpibulsuk, and A. Arulrajah. 2021. “Durability improvement of cement stabilized pavement base using natural rubber latex.” Transp. Geotech. 28 (Jan): 100518. https://doi.org/10.1016/j.trgeo.2021.100518.
Buritatun, A., T. Takaikaew, S. Horpibulsuk, A. Udomchai, M. Hoy, N. Vichitcholchai, and A. Arulrajah. 2020. “Mechanical strength improvement of cement-stabilized soil using natural rubber latex for pavement base applications.” J. Mater. Civ. Eng. 32 (12): 04020372. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003471.
CEN (European Committee for Standardization). 2004. Bituminous mixtures—Test methods for hot mix asphalt—Part 24: Resistance to fatigue. Brussels, Belgium: CEN.
Chen, D. H., F. Hong, and F. Zhou. 2011. “Premature cracking from cement-treated base and treatment to mitigate its effect.” J. Perform. Constr. Facil. 25 (2): 113–120. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000140.
Consoli, N. C., and L. F. Tomasi. 2018. “The impact of dry unit weight and cement content on the durability of sand–cement blends.” Proc. Inst. Civ. Eng. Ground Improv. 171 (2): 96–102. https://doi.org/10.1680/jgrim.17.00034.
Fedrigo, W., W. P. Núñez, M. A. C. López, T. R. Kleinert, and J. A. P. Ceratti. 2018. “A study on the resilient modulus of cement-treated mixtures of RAP and aggregates using indirect tensile, triaxial and flexural tests.” Constr. Build. Mater. 171: 161–169.
Gnanendran, C. T., and J. Piratheepan. 2008. “Characterisation of a lightly stabilised granular material by indirect diametrical tensile testing.” Int. J. Pavement Eng. 9 (6): 445–456. https://doi.org/10.1080/10298430802342732.
Gnanendran, C. T., and J. Piratheepan. 2009. “Indirect diametrical tensile testing with internal displacement measurement and stiffness determination.” Geotech. Test. J. 32 (1): 45–54.
Gnanendran, C. T., and J. Piratheepan. 2010. “Determination of fatigue life of a granular base material lightly stabilized with slag lime from indirect diametral tensile testing.” J. Transp. Eng. 136 (8): 736–745. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000138.
Guthrie, W. S., J. E. Michener, B. T. Wilson, and D. L. Eggett. 2009. “Effects of environmental factors on construction of soil–cement pavement layers.” Transp. Res. Rec. 2104 (1): 71–79. https://doi.org/10.3141/2104-08.
Herculano, R. D., A. A. A. de Queiroz, A. Kinoshita, O. N. Oliveira, and C. F. Graeff. 2011. “On the release of metronidazole from natural rubber latex membranes.” Mater. Sci. Eng., C 31 (2): 272–275. https://doi.org/10.1016/j.msec.2010.09.007.
Ho, C., and M. Khew. 1999. “Surface characterisation of chlorinated unvulcanised natural rubber latex films.” Int. J. Adhes. Adhes. 19 (5): 387–398. https://doi.org/10.1016/S0143-7496(98)00067-0.
Horpibulsuk, S., N. Miura, and T. S. Nagaraj. 2005. “Clay–water/cement ratio identity for cement admixed soft clays.” J. Geotech. Geoenviron. Eng. 131 (2): 187–192. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(187).
Horpibulsuk, S., R. Rachan, A. Chinkulkijniwat, Y. Raksachon, and A. Suddeepong. 2010. “Analysis of strength development in cement-stabilized silty clay from microstructural considerations.” Constr. Build. Mater. 24 (10): 2011–2021. https://doi.org/10.1016/j.conbuildmat.2010.03.011.
Huang, Y. H. 1993. Pavement analysis and design. Upper Saddle River, NJ: Pearson Prentice Hall.
Kavussi, A., and A. Modarres. 2010. “Laboratory fatigue models for recycled mixes with bitumen emulsion and cement.” Constr. Build. Mater. 24 (10): 1920–1927. https://doi.org/10.1016/j.conbuildmat.2010.04.009.
Khoury, N. N., and M. M. Zaman. 2002. “Effect of wet-dry cycles on resilient modulus of class C coal fly ash-stabilized aggregate base.” Transp. Res. Rec. 1787 (1): 13–21. https://doi.org/10.3141/1787-02.
Kim, T. H., T. H. Kim, G. C. Kang, and L. Ge. 2012. “Factors influencing crack-induced tensile strength of compacted soil.” J. Mater. Civ. Eng. 24 (3): 315–320. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000380.
Latifi, N., A. Eisazadeh, and A. Marto. 2014. “Strength behavior and microstructural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer.” Environ. Earth Sci. 72 (1): 91–98. https://doi.org/10.1007/s12665-013-2939-1.
Mirzababaei, M., A. Arulrajah, S. Horpibulsuk, A. Soltani, and N. Khayat. 2018. “Stabilization of soft clay using short fibers and poly vinyl alcohol.” Geotext. Geomembr. 46 (Feb): 646–655. https://doi.org/10.1016/j.geotexmem.2018.05.001.
Modarres, A., and P. Alinia Bengar. 2019. “Investigating the indirect tensile stiffness, toughness and fatigue life of hot mix asphalt containing copper slag powder.” Int. J. Pavement Eng. 20 (8): 977–985. https://doi.org/10.1080/10298436.2017.1373390.
Muhammad, B., and M. Ismail. 2012. “Performance of natural rubber latex modified concrete in acidic and sulfated environments.” Constr. Build. Mater. 31 (Dec): 129–134. https://doi.org/10.1016/j.conbuildmat.2011.12.099.
Muhammad, B., M. Ismail, M. A. R. Bhutta, and Z. Abdul-Majid. 2012. “Influence of non-hydrocarbon substances on the compressive strength of natural rubber latex-modified concrete.” Constr. Build. Mater. 27 (1): 241–246. https://doi.org/10.1016/j.conbuildmat.2011.07.054.
Muhammad, B., M. Ismail, A. A. Yussuf, and A. R. B. Muhammad. 2011. “Elastomeric influence of natural rubber latex on cement mortar at high temperatures using thermal degradation analysis.” Constr. Build. Mater. 25 (5): 2223–2227. https://doi.org/10.1016/j.conbuildmat.2010.11.006.
Naeini, S. A., B. Naderinia, and E. Izadi. 2012. “Unconfined compressive strength of clayey soils stabilized with waterborne polymer.” KSCE J. Civ. Eng. 16 (6): 943–949. https://doi.org/10.1007/s12205-012-1388-9.
Nagaraj, T. S., K. S. R. Iyengar, and B. K. Rao. 1988. “Super-plasticized natural rubber latex modified concretes.” Cem. Concr. Res. 18 (1): 138–144. https://doi.org/10.1016/0008-8846(88)90131-7.
Nawamawat, K., J. T. Sakdapipanich, C. C. Ho, Y. Ma, J. Song, and J. G. Vancso. 2011. “Surface nanostructure of Hevea brasiliensis natural rubber latex particles.” Colloids Surf., A 390 (1–3): 157–166. https://doi.org/10.1016/j.colsurfa.2011.09.021.
Neramitkornburi, A., S. Horpibulsuk, S. L. Shen, A. Chinkulkijniwat, A. Arulrajah, and M. M. Disfani. 2015. “Durability against wetting–drying cycles of sustainable lightweight cellular cemented construction material comprising clay and fly ash wastes.” Constr. Build. Mater. 77 (Feb): 41–49. https://doi.org/10.1016/j.conbuildmat.2014.12.025.
Norhanifah, M. Y., A. Nurulhuda, and M. Asrul. 2015. “The influence of deproteinisation in the morphology of natural rubber latex particles and subsequent film formation.” Procedia Chem. 16 (Dec): 31–38. https://doi.org/10.1016/j.proche.2015.12.013.
Onyejekwe, S., and G. S. Ghataora. 2015. “Soil stabilization using proprietary liquid chemical stabilizers: Sulphonated oil and a polymer.” Bull. Eng. Geol. Environ. 74 (2): 651–665. https://doi.org/10.1007/s10064-014-0667-8.
Rathnayake, W. G. I. U., H. Ismail, A. Baharin, A. G. N. D. Darsanasiri, and S. Rajapakse. 2012. “Synthesis and characterization of nano silver based natural rubber latex foam for imparting antibacterial and anti-fungal properties.” Polym. Test. 31 (5): 586–592. https://doi.org/10.1016/j.polymertesting.2012.01.010.
Sakdapipanich, J. T. 2007. “Structural characterization of natural rubber based on recent evidence from selective enzymatic treatments.” J. Biosci. Bioeng. 103 (4): 287–292. https://doi.org/10.1263/jbb.103.287.
Sanhawong, W., P. Banhalee, S. Boonsang, and S. Kaewpirom. 2017. “Effect of concentrated natural rubber latex on the properties and degradation behavior of cotton-fiber-reinforced cassava starch biofoam.” Ind. Crops Prod. 108 (Jul): 756–766. https://doi.org/10.1016/j.indcrop.2017.07.046.
Sobhan, K., and B. M. Das. 2007. “Durability of soil–cements against fatigue fracture.” J. Mater. Civ. Eng. 19 (1): 26–32. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:1(26).
Solanki, P., and M. Zaman. 2014. “Effect of wet-dry cycling on the mechanical properties of stabilized subgrade soils.” In Proc., Geo-Congress 2014: Geo-characterization and Modeling for Sustainability. Reston, VA: ASCE. https://doi.org/10.1061/9780784413272.351.
Suddeepong, A., A. Buritatum, M. Hoy, S. Horpibulsuk, T. Takaikaew, J. Horpibulsuk, and A. Arulrajah. 2022. “Natural rubber modified concrete pavements: Evaluation and design approach.” J. Mater. Civ. Eng. 34 (9): 20–22.
Suddeepong, A., A. Intra, S. Horpibulsuk, C. Suksiripattanapong, A. Arulrajah, and J. S. Shen. 2018. “Durability against wetting-drying cycles for cement-stabilized reclaimed asphalt pavement blended with crushed rock.” Soils Found. 58 (2): 333–343. https://doi.org/10.1016/j.sandf.2018.02.017.
Suleiman, N. 2002. A state-of-the-art review of cold in-place recycling of asphalt pavements in the northern plains region school of engineering and mines. Grand Forks, ND: Univ. of North Dakota.
Thailand Department of Highways. 1996a. Standard for highway construction. Bangkok, Thailand: Thailand Department of Highways.
Thailand Department of Highways. 1996b. Standard for highway construction. Bangkok, Thailand: Thailand Department of Highways.
Thailand Department of Highways. 1996c. Standard for highway construction. Bangkok, Thailand: Thailand Department of Highways.
Tingle, J. S., J. K. Newman, S. L. Larson, C. A. Weiss, and J. F. Rushing. 2007. “Stabilization mechanisms of nontraditional additives.” Transp. Res. Rec. 1989 (1): 59–67. https://doi.org/10.3141/1989-49.
Udomchai, A., A. Buritatum, A. Suddeepong, M. Hoy, S. Horpibulsuk, A. Arulrajah, and J. Horpibulsuk. 2021. “Evaluation of durability against wetting and drying cycles of cement-natural rubber latex stabilised unpaved road under cyclic tensile loading.” Int. J. Pavement Eng. 2021 (Jul): 1–12. https://doi.org/10.1080/10298436.2021.1950719.
Vo, M. L., and J. Plank. 2018. “Evaluation of natural rubber latex as film forming additive in cementitious mortar.” Constr. Build. Mater. 169 (Dec): 93–99. https://doi.org/10.1016/j.conbuildmat.2017.12.098.
Yaowarat, T., A. Suddeepong, M. Hoy, S. Horpibulsuk, T. Takaikaew, N. Vichitcholchai, A. Arulrajah, and A. Chinkulkijniwat. 2021. “Improvement of flexural strength of concrete pavements using natural rubber latex.” Constr. Build. Mater. 282 (21): 122704. https://doi.org/10.1016/j.conbuildmat.2021.122704.
Yazdandoust, F., and S. S. Yasrobi. 2010. “Effect of cyclic wetting and drying on swelling behavior of polymer-stabilized expansive clays.” Appl. Clay Sci. 50 (4): 461–468. https://doi.org/10.1016/j.clay.2010.09.006.
Zhang, Z., and M. Tao. 2008. “Durability of cement stabilized low plasticity soils.” J. Geotech. Geoenviron. Eng. 134 (2): 203–213. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:2(203).
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Received: Dec 16, 2021
Accepted: Jun 20, 2022
Published online: Dec 24, 2022
Published in print: Mar 1, 2023
Discussion open until: May 24, 2023
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