Abstract

Road construction consumes vast quantities of high-quality quarry materials. Lateritic soil (LS) is commonly used as a natural resource for subbase and base materials in Thailand. This research aims to study the feasibility of using crushed slag (CS) and fly ash (FA) to improve the physical properties of marginal LS prior to cement (C) stabilization for pavement applications. The pozzolanic materials in CS and FA were found to react with Ca(OH)2 produced by hydration, which results in the formation of cementitious products over time. Geotechnical engineering laboratory tests were conducted to evaluate the possibility of using cement stabilized LS/CS/FA blends as pavement subbase/base materials. The durability of the blends against wetting and drying cycles were also studied. The unconfined compressive strength (UCS) development of the mixtures was examined by using scanning electron microscopy (SEM) and X-ray diffraction (XRD) analyses. CS was found to have a high potential for minimizing swelling, which controls the durability of the stabilized material. Based on the specification of the Department of Highways, Thailand, the 3% C samples were found to be suitable as a subbase material when blended with 30% CS replacement and as a base material when blended with CS and FA at LS:CS:FA=70030 and 701515. The CS replacement was found to prolong the service life of stabilized subbases/bases with up to 12 wetting-drying cycles. This research confirms the possibility of incorporating LS/CS/FA in road work applications, with significant environmental benefits.

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Acknowledgments

This was supported by the Thailand Research Fund under the TRF Senior Research Scholar program Grant No. RTA5980005, Suranaree University of Technology and office the Higher Education Commission under NRU Project of Thailand. The authors would like to acknowledge the facility and equipment provided by Faculty of Science and Engineering Kasetsart University, Chalermphrakiat Sakon Nakhon Province Campus, Thailand.

References

Ahmedzade, P., and B. Sengoz. 2009. “Evaluation of steel slag coarse aggregate in hot mix asphalt concrete.” J. Hazard. Mater. 165 (1–3): 300–305. https://doi.org/10.1016/j.jhazmat.2008.09.105.
Arulrajah, A., M. M. Y. Ali, M. M. Disfani, and S. Horpibulsuk. 2014a. “Recycled glass blends in pavement base/subbase applications: Laboratory and field evaluation.” J. Mater. Civ. Eng. 26 (7): 04014025. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000966.
Arulrajah, A., M. M. Y. Ali, M. M. Disfani, J. Piratheepan, and M. W. Bo. 2013. “Geotechnical performance of recycled glass-waste rock blends in footpath bases.” J. Mater. Civ. Eng. 25 (5): 653–661. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000617.
Arulrajah, A., M. M. Disfani, H. Haghighi, A. Mohammadinia, and S. Horpibulsuk. 2015. “Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends.” Constr. Build. Mater. 84 (Jun): 146–155. https://doi.org/10.1016/j.conbuildmat.2015.03.048.
Arulrajah, A., M. M. Disfani, S. Horpibulsuk, C. Suksiripattanapong, and N. Prongmanee. 2014b. “Physical properties and shear strength response of recycled construction and demolition materials in unbound pavement base/subbase pavement.” Constr. Build. Mater. 58 (May): 245–257. https://doi.org/10.1016/j.conbuildmat.2014.02.025.
Arulrajah, A., A. Mohammadinia, A. D’ Amico, and S. Horpibulsuk. 2017. “Effect of lime kiln dust as an alternative binder in the stabilization of construction and demolition materials.” Constr. Build. Mater. 152 (Oct): 999–1007. https://doi.org/10.1016/j.conbuildmat.2017.07.070.
ASTM. 2000. Standard test methods for compressive strength of molded soil-cement cylinders. ASTM C1633. West Conshohcken, PA: ASTM.
ASTM. 2003. Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM C599. West Conshohcken, PA: ASTM.
ASTM. 2011. Standard practice for classification of soils for engineering purposes (Unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM C618. West Conshohocken, PA: ASTM.
Consoli, N., J. Montardo, P. Prietto, and G. Pasa. 2002. “Engineering behavior of a sand reinforced with plastic waste.” J. Geotech. Geoenviron. Eng. 128 (6): 462–472. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:6(462).
Davidovits, J., M. Izquierdo, X. Querol, D. Antennuci, H. Nugteren, V. Butselaar-Orthlieb, and Y. Luna. 2014. The European research project GEOASH: Geopolymer cement based on European coal fly ashes.. Saint-Quentin, France: Geopolymer Institute Library.
DH-S (Department of Highways). 1989. Standard of soil cement subbase. DH-S206. Bangkok, Thailand: DH-S.
DH-S (Department of Highways). 1990. Standard of soil cement base. DH-S204. Bangkok, Thailand: DH-S.
DH-S (Department of Highways). 1996. Standard for highway construction. DH-S205/2532. Bangkok, Thailand: DH-S.
Disfani, M. M., A. Arulrajah, M. W. Bo, and N. Sivakugan. 2012. “Environmental risks of using recycled crushed glass in road applications.” J. Cleaner Prod. 20 (1): 170–179. https://doi.org/10.1016/j.jclepro.2011.07.020.
Disfani, M. M., A. Arulrajah, H. Haghighi, A. Mohammadinia, and S. Horpibulsuk. 2014. “Flexural beam fatigue strength evaluation of crushed brick as a supplementary material in cement stabilized recycled concrete aggregates.” Constr. Build. Mater. 68 (Oct): 667–676. https://doi.org/10.1016/j.conbuildmat.2014.07.007.
Donrak, J., S. Horpibulsuk, A. A. Arulrajah, H. L. Kou, A. Chinkulkijniwat, and M. Hoy. 2018. “Wetting-drying cycles durability of cement stabilized marginal lateritic soil/melamine debris blends for pavement applications.” Road Mater. Pavement Des. 1–9. https://doi.org/10.1080/14680629.2018.1506816.
Donrak, J., R. Rachan, S. Horpibulsuk, A. Arulrajah, and Y. J. Du. 2016. “Improvement of marginal lateritic soil using melamine debris replacement for sustainable engineering fill materials.” J. Cleaner Prod. 134 (Oct): 515–522. https://doi.org/10.1016/j.jclepro.2015.12.038.
Du, Y. J., S. Horpibulsuk, M. L. Wei, and M. L. Liu. 2014a. “Modeling compression behavior of cement treated zinc contaminated clayey soils.” Soils Found. 54 (5): 1018–1026. https://doi.org/10.1016/j.sandf.2014.09.007.
Du, Y. J., M. L. Wei, F. Jin, and Z. B. Liu. 2013. “Stress–strain relation and strength characteristics of cement treated zinc-contaminated clay.” Eng. Geol. 167 (Dec): 20–26. https://doi.org/10.1016/j.enggeo.2013.10.005.
Du, Y. J., M. L. Wei, K. R. Reddy, Z. P. Liu, and F. Jin. 2014b. “Effect of acid rain pH on leaching behavior of cement stabilized lead-contaminated soil.” J. Hazard. Mater. 271 (Apr): 131–140. https://doi.org/10.1016/j.jhazmat.2014.02.002.
Du, Y.-J., Y.-L. Bo, F. Jin, and C.-Y. Liu. 2016. “Durability of reactive magnesia-activated slag-stabilized low plasticity clay subjected to drying–wetting cycle.” Eur. J. Environ. Civ. Eng. 20 (2): 215–230. https://doi.org/10.1080/19648189.2015.1030088.
Horpibulsuk, S., W. Katkan, and A. Apichatvullop. 2008. “An approach for assessment of compaction curves of fine-grained soils at various energies using a one point test.” Soils Found. 48 (1): 115–125. https://doi.org/10.3208/sandf.48.115.
Horpibulsuk, S., W. Katkan, and A. Naramitkornburee. 2009. “Modified Ohio’s curves: A rapid estimation of compaction curve for coarse-and fine-grained soils.” Geotech. Test. J. 32 (1): 64–75. https://doi.org/10.1520/GTJ101659.
Horpibulsuk, S., W. Katkan, W. Sirilerdwattana, and R. Rachan. 2006. “Strength development in cement stabilized low plasticity and coarse grained soils: Laboratory and field study.” Soils Found. 46 (3): 351–366. https://doi.org/10.3208/sandf.46.351.
Horpibulsuk, S., R. Rachan, A. Chinkulkijniwat, Y. Raksachon, and A. Suddeepong. 2010. “Analysis of strength development in cement-stabilized silty clay based on microstructural considerations.” Constr. Build. Mater. 24 (10): 2011–2021. https://doi.org/10.1016/j.conbuildmat.2010.03.011.
Horpibulsuk, S., R. Rachan, A. Suddeepong, and A. Chinkulkijniwat. 2011. “Strength development in cement admixed Bangkok clay: Laboratory and field investigations.” Soils Found. 51 (2): 239–251. https://doi.org/10.3208/sandf.51.239.
Horpibulsuk, S., A. Suddeepong, P. Chamket, and A. Chinkulkijniwat. 2013. “Compaction behavior of fine-grained soils, lateritic soils and crushed rocks.” Soils Found. 53 (1): 166–172. https://doi.org/10.1016/j.sandf.2012.12.012.
Hoy, M., S. Horpibulsuk, and A. Arulrajah. 2016. “Strength development of recycled asphalt pavement–fly ash geopolymer as a road construction material.” Constr. Build. Mater. 117 (Aug): 209–219. https://doi.org/10.1016/j.conbuildmat.2016.04.136.
Hoy, M., S. Horpibulsuk, A. Arulrajah, and A. Mohajerani. 2018. “Strength and microstructural study of recycled asphalt pavement: Slag geopolymer as a pavement base material.” J. Mater. Civ. Eng. 30 (8): 04018177. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002393.
Hoy, M., R. Rachan, S. Horpibulsuk, A. Arulrajah, and M. Mirzababaei. 2017. “Effect of wetting–drying cycles on compressive strength and microstructure of recycled asphalt pavement–Fly ash geopolymer.” Constr. Build. Mater. 144 (Jul): 624–634. https://doi.org/10.1016/j.conbuildmat.2017.03.243.
Kampala, A., and S. Horpibulsuk. 2013. “Engineering properties of calcium carbide residue stabilized silty clay.” J. Mater. Civ. Eng. 25 (5): 632–644. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000618.
Kampala, A., S. Horpibulsuk, A. Chinkulkijniwat, and S. L. Shen. 2013. “Engineering properties of recycled calcium carbide residue stabilized clay as fill and pavement materials.” Constr. Build. Mater. 46 (Sep): 203–210. https://doi.org/10.1016/j.conbuildmat.2013.04.037.
Kang, X., L. Ge, G. C. Kang, and C. Mathews. 2015a. “Laboratory investigation of the strength, stiffness, and thermal conductivity of fly ash and lime kiln dust stabilised clay subgrade materials.” Road Mater. Pavement Des. 16 (4): 928–945. https://doi.org/10.1080/14680629.2015.1028970.
Kang, X., G. C. Kang, K. Chang, and L. Ge. 2015b. “Chemically stabilized soft clays for road-base construction.” J. Mater. Civ. Eng. 27 (7): 04014199. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001156.
Kang, X., G. C. Kang, and L. Ge. 2013. “Modified set time test for fly ash paste and fly ash-soil mixtures.” J. Mater. Civ. Eng. 25 (2): 296–301. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000604.
Maghool, F., A. Arulrajah, Y.-J. Du, and S. Horpibulsuk, and A. Chinkulkijniwat. 2017. “Environmental impacts of utilizing waste steel slag aggregates as recycled road construction materials.” Clean Technol. Environ. Policy 19 (4): 949–958. https://doi.org/10.1007/s10098-016-1289-6.
Malasavage, N. E., S. Jagupilla, D. G. Grubb, M. Wazne, and W. P. Coon. 2012. “Geotechnical performance of dredged material—Steel slag fines blends: Laboratory and field evaluation.” J. Geotech. Geoenviron. Eng. 138 (8): 981–991. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000658.
Manso, J. M., M. Losañez, J. A. Polanco, and J. J. Gonzalez. 2005. “Ladle furnace slag in construction.” J. Mater. Civ. Eng. 17 (5): 513–518. https://doi.org/10.1061/(ASCE)0899-1561(2005)17:5(513).
Mazumder, A., A. Kabir, and N. Yazdani. 2006. “Performance of overburnt distorted bricks as aggregates in pavement works.” J. Mater. Civ. Eng. 18 (6): 777–785. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:6(777).
Mohammadinia, A., A. Arulrajah, A. D’Amico, and S. Horpibulsuk. 2018. “Alkali-activation of fly ash and cement kiln dust mixtures for stabilization of demolition aggregates.” Constr. Build. Mater. 186 (Oct): 71–78. https://doi.org/10.1016/j.conbuildmat.2018.07.103.
Phetchuay, C., S. Horpibulsuk, C. Suksiripattanpong, A. Chinkulkijniwat, A Arulrajah, and M. M. Disfani. 2014. “Calcium carbide residue: Alkaline activator for clay-fly ash geopolymer.” Constr. Build. Mater. 69 (Oct): 285–294. https://doi.org/10.1016/j.conbuildmat.2014.07.018.
Rahman, M., M. Imteaz, A. Arulrajah, M. M. Disfani, and S. Horpibulsuk. 2015. “Engineering and environmental assessment of recycled construction and demolition materials used with geotextile for permeable pavements.” J. Environ. Eng. 141 (9): 04015019. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000941.
Ribeiro de Rezende, L., L. Ramos da Silveira, W. Lima de Araújo, and M. Pereira da Luz. 2014. “Reuse of fine quarry wastes in pavement: Case study in Brazil.” J. Mater. Civ. Eng. 26 (8): 05014003. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000997.
Shahu, J., S. Patel, and A. Senapati. 2013. “Engineering properties of copper slag–fly ash–dolime mix and its utilization in the base course of flexible pavements.” J. Mater. Civ. Eng. 25 (12): 1871–1879. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000756.
Sudla, P., S. Horpibulsuk, A. Chinkulkijniwat, A. Arulrajah, M. D. Liu, and M. Hoy. 2018. “Marginal lateritic soil/crushed slag blends as an engineering fill material.” Soils Found. 58 (3): 786–795. https://doi.org/10.1016/j.sandf.2018.03.007.
Sukmak, P., P. De Silva, S. Horpibulsuk, and P. Chindaprasirt. 2015. “Sulfate resistance of clay-Portland cement and clay high-calcium fly ash geopolymer.” J. Mater. Civ. Eng. 27 (5): 04014158. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001112.
Sukmak, P., G. Sukmak, S. Horpibulsuk, M. Setkit, S. Kassawat, and A. Arulrajah. 2018. “Palm oil fuel ash-soft soil geopolymer for subgrade applications: Strength and microstructural evaluation.” Road Mater. Pavement Des. 20 (1): 110–131. https://doi.org/10.1080/14680629.2017.1375967.
Tripathi, B., A. Misra, and S. Chaudhary. 2013. “Strength and abrasion characteristics of ISF slag concrete.” J. Mater. Civ. Eng. 25 (11): 1611–1618. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000709.
Wang, D., N. E. Abriak, and R. Zentar. 2017a. “Dredged marine sediments used as novel supply of filling materials for road construction.” Mar. Georesour. Geotechnol. 35 (4): 472–480. https://doi.org/10.1080/1064119X.2016.1198945.
Wang, D., H. Wang, and Y. Jiang. 2018. “Water immersion-induced strength performance of solidified soils with reactive MgO—A green and low carbon binder.” J. Test. Eval. 47 (2): 1569–1585. https://doi.org/10.1520/JTE20170098.
Wang, D., R. Zentar, and N. E. Abriak. 2017b. “Temperature-accelerated strength development in stabilized marine soils as road construction materials.” J. Mater. Civ. Eng. 29 (5): 04016281. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001778.
Wang, D., R. Zentar, and N. E. Abriak. 2018. “Durability and swelling of solidified/stabilized dredged marine soils with class-F fly ash, cement, and lime.” J. Mater. Civ. Eng. 30 (3): 04018013. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002187.
WSA (World Steel Association). 2017. November 2017 crude steel production. Brussels, Belgium: WSA.
Yildirim, I., M. Prezzi. 2015. “Geotechnical properties of fresh and aged basic oxygen furnace steel slag.” J. Mater. Civ. Eng. 27 (12). https://doi.org/10.1061/(ASCE)MT.1943-5533.0001310.
Yoobanpot, N., P. Jamsawang, and S. Horpibulsuk. 2017. “Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue.” Appl. Clay Sci. 141 (Jun): 146–156. https://doi.org/10.1016/j.clay.2017.02.028.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 2February 2020

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Received: Mar 18, 2019
Accepted: Jul 9, 2019
Published online: Dec 8, 2019
Published in print: Feb 1, 2020
Discussion open until: May 8, 2020

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Phuttipong Sudla [email protected]
Graduate, Program in Construction and Infrastructure Management, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand. Email: [email protected]
Jeerapan Donrak, Ph.D. [email protected]
Lecturer, Program in Construction Management Technology, Rajabhat Maha Sarakham Univ., Maha Sarakham 44000, Thailand. Email: [email protected]
Menglim Hoy, Ph.D. [email protected]
Lecturer, School of Civil Engineering, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Research Fellow, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand. Email: [email protected]
Professor, School of Civil Engineering, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Director, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand; Visiting Professor, School of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johur, Malaysia (corresponding author). ORCID: https://orcid.org/0000-0003-1965-8972. Email: [email protected]
Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. ORCID: https://orcid.org/0000-0003-1512-9803. Email: [email protected]
Ahmad Safuan A. Rashid, Ph.D. [email protected]
Associate Professor and Fellow, Centre of Tropical Geoengineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia. Email: [email protected]
Ramli Nazir, Ph.D. [email protected]
Professor and Senior Deputy Director, Centre of Tropical Geoengineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia. Email: [email protected]
Wisanukhorn Samingthong [email protected]
Postgraduate Researcher, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand. Email: [email protected]

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