Cracking Resistance of Cold Bitumen Emulsion Mix Containing Different Fillers
Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 12
Abstract
Despite being economically and environmentally friendly, the use of cold bitumen emulsion mix (CBEM) is still limited to minor repair work and construction of low volume roads. One of the reasons behind this underutilization is its poor cracking resistance. Fillers have significant effects on the cracking resistance of asphalt mixes. So, the present study aims at examining the effect of different fillers, i.e., stone dust, cement, lime, fly ash (FA), and ground granulated blast furnace slag (GGBFS) on the cracking resistance of CBEM. The cracking resistance of CBEM was examined by indirect tensile strength (ITS) and semicircular bending (SCB) tests. Results showed that the inclusion of active as well as waste fillers significantly improved the cracking resistance of all modified CBEM. However, the cracking resistance developed by FA and GGBFS modified CBEM were not comparable to cement modified CBEM. So for further modification, lime was added to FA and GGBFS modified CBEM, which further enhanced the cracking resistance of CBEM, making it comparable to that of cement modified CBEM. This experimental study was further extended to examine the effect of these fillers on the properties of cold bitumen emulsion mastic (CBEMa) by conducting scanning electron microscopy (SEM), X-ray diffraction (XRD), and linear amplitude sweep (LAS) tests. The SEM and XRD results confirms the presence of hydration products in the mastic phase of CBEM. In addition, a Pearson correlation analysis was carried out between the LAS parameters of CBEMa and the cracking resistance parameters of CBEM, confirming a linear association between both characteristics.
Practical Applications
Cold mix asphalt or cold bitumen emulsion mix is a cost-effective, emerging pavement construction practice. Unlike traditional hot mix asphalt, cold bitumen emulsion mix is prepared at ambient temperature, requiring minimal energy consumption during production and transportation, which makes it suitable to be used in colder weather conditions. However, due to its poor early strength and poor performance, its application areas are limited to constructing low-volume roads and pavement maintenance works. The presence of water in the compacted mix is the primary cause of poor early strength in cold bitumen emulsion mix. Nowadays, researchers are investigating various methods to improve its performance and expanding its applications. This study promotes the use of fillers such as cement, lime, fly ash (FA), and ground granulated blast furnace slag, as well as their combinations, in order to mitigate one of the recognized pavement distresses, i.e., cracking failure. These fillers provide hydraulic behavior in the presence of water in the compacted mix, facilitating a secondary binding network. This additional binding network strengthens the mixes and reduces crack propagation. This in-depth study will inspire politicians, policymakers, and transport officials to consider the benefits of this technology and implement it in the field.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
We would like to extend our gratitude to Prof. Ankit Gupta at the Indian Institute of Technology (BHU), Varanasi, India, for facilitating access to the institute’s Transportation laboratory in the Civil Engineering Department for SCB and LAS tests.
References
AASHTO. 2014. Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO T283. Washington, DC: AASHTO.
AASHTO. 2020. Standard method of test for estimating fatigue resistance of asphalt binders using the linear amplitude sweep. AASHTO T391. Washington, DC: AASHTO.
Abdel-Wahed, T., and H. Al Nageim. 2016. “Investigating the effects of cement and cement kiln dust as a filler on the mechanical properties of cold bituminous emulsion mixtures.” Int. J. Civ. Eng. Technol. 7 (1): 441–453.
Abdel-Wahed, T., A. Dulaimi, H. Kamil Shanbara, and H. Al Nageim. 2022. “The impact of cement kiln dust and cement on cold mix asphalt characteristics at different climate.” Sustainability 14 (7): 4173. https://doi.org/10.3390/su14074173.
Al-Busaltan, S., H. Al Nageim, W. Atherton, and G. Sharples. 2012. “Mechanical properties of an upgrading cold-mix asphalt using waste materials.” J. Mater. Civ. Eng. 24 (12): 1484–1491. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000540.
Al-Hdabi, A., H. Al Nageim, and L. Seton. 2013. “Development of sustainable cold rolled surface course asphalt mixtures using waste fly ash and silica fume.” J. Mater. Civ. Eng. 26 (3): 536–543. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000843.
Al-Khafaji, R., A. Dulaimi, M. Sadique, and A. Aljsane. 2021. “Application of cement kiln dust as activator of ground granulated blast slag for developing a novel cold mix asphalt.” In Vol. 1090 of Proc., IOP Conf. Series: Materials Science and Engineering, 012029. London: IOP Publishing. https://doi.org/10.1088/1757-899X/1090/1/012029.
Al-Khateeb, G. G., and N. M. Al-Akhras. 2011. “Properties of Portland cement-modified asphalt binder using Superpave tests.” Constr. Build. Mater. 25 (2): 926–932. https://doi.org/10.1016/j.conbuildmat.2010.06.091.
Al-Mohammedawi, A., and K. Mollenhauer. 2020. “A study on the influence of the chemical nature of fillers on rheological and fatigue behavior of bitumen emulsion mastic.” Materials 13 (20): 4627. https://doi.org/10.3390/ma13204627.
Al Nageim, H., S. F. Al-Busaltan, W. Atherton, and G. Sharples. 2012. “A comparative study for improving the mechanical properties of cold bituminous emulsion mixtures with cement and waste materials.” Constr. Build. Mater. 36 (Nov): 743–748. https://doi.org/10.1016/j.conbuildmat.2012.06.032.
Amer, I., M. Kohail, M. S. El-Feky, A. Rashad, and M. A. Khalaf. 2021. “A review on alkali-activated slag concrete.” Ain Shams Eng. J. 12 (2): 1475–1499. https://doi.org/10.1016/j.asej.2020.12.003.
ASTM. 2000. Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures. ASTM D2726. West Conshohocken, PA: ASTM.
ASTM. 2002. Standard test method for particle-size analysis of soils. ASTM D422-63. West Conshohocken, PA: ASTM.
ASTM. 2007. Standard test for pH of soils. ASTM D4972. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for indirect tensile (IDT) strength of bituminous mixtures. ASTM D6931. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854-14. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for evaluation of asphalt mixture cracking resistance using the semi-circular bend test (SCB) at intermediate temperatures. ASTM D8044-16. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test method for determination of the proportion of phases in Portland cement and Portland-cement clinker using X-Ray powder diffraction analysis. ASTM C1365-18. West Conshohocken, PA: ASTM.
Brown, S., and D. Needham. 2000. “A study of cement modified bitumen emulsion mixtures.” Asphalt Paving Technol. 69: 92–121.
BSI (British Standard Institute). 2010. Tests for geometrical properties of aggregates, part 9- assessment of fines methylene blue test. BS EN 933-9. London: BSI.
Cardone, F., A. Grilli, M. Bocci, and A. Graziani. 2014. “Curing and temperature sensitivity of cement-bitumen treated materials.” Int. J. Pavement Eng. 16 (10): 868–880. https://doi.org/10.1080/10298436.2014.966710.
Chaudhary, M., N. Saboo, A. Gupta, and M. Miljković. 2022. “Contribution of mineral filler to the fatigue damage behaviour of bituminous mastic.” Constr. Build. Mater. 334 (Jun): 127120. https://doi.org/10.1016/j.conbuildmat.2022.127120.
Chaudhary, M., N. Saboo, A. Gupta, M. Steineder, and B. Hofko. 2023. “Effect of analysis procedure and sample geometry on the fatigue life results of asphalt mastics from linear amplitude sweep test.” Mech. Time-Dependent Mater. 27 (4): 1097–1121. https://doi.org/10.1007/s11043-022-09539-y.
Chaunsali, P., and S. Peethamparan. 2011. “Evolution of strength, microstructure and mineralogical composition of a CKD–GGBFS binder.” Cem. Concr. Res. 41 (2): 197–208. https://doi.org/10.1016/j.cemconres.2010.11.010.
Choudhary, J., B. Kumar, and A. Gupta. 2018. “Application of waste materials as fillers in bituminous mixes.” Waste Manage. 78 (Aug): 417–425. https://doi.org/10.1016/j.wasman.2018.06.009.
Choudhary, J., B. Kumar, and A. Gupta. 2020. “Utilization of solid waste materials as alternative fillers in asphalt mixes: A review | Elsevier Enhanced Reader.” Constr. Build. Mater. 234 (Feb): 117271. https://doi.org/10.1016/j.conbuildmat.2019.117271.
Cross, S. A. 1999. “Experimental cold in-place recycling with hydrated lime.” Transp. Res. Rec. 1684 (1): 186–193. https://doi.org/10.3141/1684-22.
Dai, Q., and M. H. Sadd. 2004. “Parametric model study of microstructure effects on damage behavior of asphalt samples.” Int. J. Pavement Eng. 5 (1): 19–30. https://doi.org/10.1080/10298430410001720783.
Daneshvar, D., A. Motamed, and R. Imaninasab. 2020. “Improving fracture and moisture resistance of cold mix asphalt (CMA) using crumb rubber and cement.” Road Mater. Pavement Des. 23 (3): 527–545. https://doi.org/10.1080/14680629.2020.1830152.
Dash, S. S., and M. Panda. 2018. “Influence of mix parameters on design of cold bituminous mix.” Constr. Build. Mater. 191: 376–385. https://doi.org/10.1016/j.conbuildmat.2018.10.002.
Deb, P., and K. Lakshman Singh. 2022. “Mix design, durability and strength enhancement of cold mix asphalt: A state-of-the-art review.” Innovative Infrastruct. Solutions 7 (Oct): 22. https://doi.org/10.1007/s41062-021-00600-2.
Deb, P., and K. L. Singh. 2023a. “Accelerated curing potential of cold mix asphalt using silica fume and hydrated lime as filler.” Int. J. Pavement Eng. 24 (2): 1–21. https://doi.org/10.1080/10298436.2022.2057976.
Deb, P., and K. L. Singh. 2023b. “Experimental investigation on the mechanical performance of cold mix asphalt using construction demolition waste as filler.” Int. J. Pavement Res. Technol. 16: 1618–1635. https://doi.org/10.1080/10298436.2022.2057976.
Deb, P., and K. L. Singh. 2023c. “Performance of cement-treated cold mix asphalt with different fillers.” Innovation Infrastruct. Solution 8 (1): 6. https://doi.org/10.1007/s41062-022-00978-7.
Debbarma, S., G. Ransinchung, and S. Singh. 2020. “Improving the properties of RAP-RCCP mixes by incorporating supplementary cementitious materials as part addition of portland cement.” J. Mater. Civ. Eng. 32 (8): 04020229. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003283.
Diab, M. A. 2022. “Enhancing class F fly ash geopolymer concrete performance using lime and steam curing.” J. Eng. Appl. Sci. 69 (1): 59. https://doi.org/10.1186/s44147-022-00111-6.
Du, S. 2018. “Mechanical properties and reaction characteristics of asphalt emulsion mixture with activated ground granulated blast-furnace slag.” Constr. Build. Mater. 187 (Oct): 439–447. https://doi.org/10.1016/j.conbuildmat.2018.07.233.
Dulaimi, A., H. Al Nageim, F. Ruddock, and L. Seton. 2016. “New developments with cold asphalt concrete binder course mixtures containing binary blended cementitious filler (BBCF).” Constr. Build. Mater. 124 (Oct): 414–423. https://doi.org/10.1016/j.conbuildmat.2016.07.114.
Dulaimi, A., H. Al Nageim, F. Ruddock, and L. Seton. 2017a. “High performance cold asphalt concrete mixture for binder course using alkali-activated binary blended cementitious filler.” Constr. Build. Mater. 141 (Jun): 160–170. https://doi.org/10.1016/j.conbuildmat.2017.02.155.
Dulaimi, A., H. A. Nageim, F. Ruddock, and L. Seton. 2017b. “Laboratory studies to examine the properties of a novel cold-asphalt concrete binder course mixture containing binary blended cementitious filler.” J. Mater. Civ. Eng. 29 (9): 04017139. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001975.
Dulaimi, A., H. K. Shanbara, and A. Al-Rifaie. 2020a. “The mechanical evaluation of cold asphalt emulsion mixtures using a new cementitious material comprising ground-granulated blast-furnace slag and a calcium carbide residue.” Constr. Build. Mater. 250 (Jul): 118808. https://doi.org/10.1016/j.conbuildmat.2020.118808.
Dulaimi, A., H. K. Shanbara, H. Jafer, and M. Sadique. 2020b. “An evaluation of the performance of hot mix asphalt containing calcium carbide residue as a filler.” Constr. Build. Mater. 261 (Nov): 119918. https://doi.org/10.1016/j.conbuildmat.2020.119918.
Dulaimi, A. F. D. 2017. Development Of a new cold binder course emulsion asphalt. Liverpool, England: Liverpool John Moores Univ.
Evans, J. D. 1996. Straightforward statistics for the behavioral sciences. Boston: Thomson Brooks/Cole Publishing.
Faheem, A. F., C. Hintz, H. U. Bahia, I. L. Al-Qadi, and S. Glidden. 2012. “Influence of filler fractional voids on mastic and mixture performance.” Transp. Res. Rec. 2294 (1): 74–80. https://doi.org/10.3141/2294-08.
Gaestel, C. 1967. “The breaking mechanism of cationic bitumen emulsions.” Chem. Ind. 6: 221–224.
García, A., P. Lura, M. N. Partl, and I. Jerjen. 2013. “Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance.” Mater. Struct. 46 (8): 1275–1289. https://doi.org/10.1617/s11527-012-9971-6.
Girimath, S., and D. Singh. 2019. “Effects of bio-oil on performance characteristics of base and recycled asphalt pavement binders.” Constr. Build. Mater. 227 (Dec): 116684. https://doi.org/10.1016/j.conbuildmat.2019.116684.
IS (Indian Standard). 1963. Methods of test for aggregates for concrete. IS 2386. New Delhi, India: IS.
IS (Indian Standard). 1978a. Indian standard method for testing tar and bituminous materials: Determination of ductility. IS 1208. New Delhi, India: IS.
IS (Indian Standard). 1978b. Indian standard method for testing tar and bituminous materials : Determination of penetration. IS 1203. New Delhi, India: IS.
IS (Indian Standard). 1978c. Indian standard method for testing tar and bitumen: Determination of specific gravity. IS 1202. New Delhi, India: IS.
IS (Indian Standard). 2004a. Bitumen emulsion for roads (cationic type). IS 8887. New Delhi, India: IS.
IS (Indian Standard). 2004b. Bitumen emulsion for roads and allied applications (anionic type)-specification. IS 3117. New Delhi, India: IS.
Jain, S., and A. K. Chandrappa. 2023. “A laboratory investigation on benefits of WCO utilisation in asphalt with high recycled asphalt content: Emphasis on rejuvenation and aging.” Int. J. Pavement Eng. 24 (1): 2172577. https://doi.org/10.1080/10298436.2023.2172577.
Jain, S., and B. Singh. 2021. “Cold mix asphalt: An overview.” J. Cleaner Prod. 280 (Jan): 124378. https://doi.org/10.1016/j.jclepro.2020.124378.
Jain, S., and B. Singh. 2022. “Recycled concrete aggregate incorporated cold bituminous emulsion mixture: Mechanical, environmental and economic evaluation.” J. Cleaner Prod. 380 (Part 2): 135026. https://doi.org/10.1016/j.jclepro.2022.135026.
Jain, S., B. Singh, and N. Saboo. 2022. “Use of lime as filler in cold mix asphalt.” Lect. Notes Civ. Eng. 172 (Dec): 775–785. https://doi.org/10.1007/978-981-16-4396-5_68.
James, A. D., D. Needham, and S. F. Brown. 1996. “The benefits of using ordinary Portland cement in solvent free dense graded bituminous emulsion mixtures.” In Proc., Int. Symp. on Asphalt Emulsion Technology, 179–188. Washington, DC: Transportation Research Board.
Kandhal, P. S., C. Y. Lynn, and F. Parker. 1998. “Characterization tests for mineral fillers related to performance of asphalt paving mixtures.” Transp. Res. Rec. 1638 (1): 101–110. https://doi.org/10.3141/1638-12.
Kandhal, P. S., A. Veeraragavan, and R. Choudhary. 2023. Bituminous road construction in India. New Delhi, India: PHI Learning.
Liao, M. C., C. C. Luo, T. Y. Wang, and X. Xie. 2016. “Developing effective test methods for evaluating cold-mix asphalt patching materials.” J. Mater. Civ. Eng. 28 (10): 04016108. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001639.
Ling, C. 2013. Developing evaluation method of moisture susceptibility for cold mix asphalt. Madison, WI: Univ. of Wisconsin-Madison.
Lu, D., Y. Wang, Z. Leng, and J. Zhong. 2021. “Influence of ternary blended cementitious fillers in a cold mix asphalt mixture.” J. Cleaner Prod. 318 (Oct): 128421. https://doi.org/10.1016/j.jclepro.2021.128421.
Mobasher, B., M. S. Mamlouk, and H.-M. Lin. 1997. “Evaluation of crack propagation properties of asphalt mixtures.” J. Transp. Eng. 123 (5): 405–413. https://doi.org/10.1061/(ASCE)0733-947X(1997)123:5(405).
Modarres, A., and P. Ayar. 2016. “Comparing the mechanical properties of cold recycled mixture containing coal waste additive and ordinary Portland cement.” Int. J. Pavement Eng. 17 (3): 211–224. https://doi.org/10.1080/10298436.2014.979821.
Modarres, A., and A. P. Bengar. 2017. “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.
MoRT&H (Ministry of Road Transport and Highways of India). 2013. Specification of road and bridge work (Fifth Revision). New Delhi, India: MoRT&H.
MS-14. 1997. Asphalt cold mix manual. Lexington, Kentucky: Asphalt Institute.
Nassar, A. I., M. K. Mohammed, N. Thom, and T. Parry. 2016a. “Characterisation of high-performance cold bitumen emulsion mixtures for surface courses.” Int. J. Pavement Eng. 19 (6): 509–518. https://doi.org/10.1080/10298436.2016.1176165.
Nassar, A. I., M. K. Mohammed, N. Thom, and T. Parry. 2016b. “Mechanical, durability and microstructure properties of cold asphalt emulsion mixtures with different types of filler.” Constr. Build. Mater. 114 (Jul): 352–363. https://doi.org/10.1016/j.conbuildmat.2016.03.112.
Needham, D. 1996. “Developments in bitumen emulsion mixtures for roads.” Doctoral dissertation, Dept. of Civil Engineering, Univ. of Nottingham.
Niazi, Y., and M. Jalili. 2009. “Effect of Portland cement and lime additives on properties of cold in-place recycled mixtures with asphalt emulsion.” Constr. Build. Mater. 23 (3): 1338–1343. https://doi.org/10.1016/j.conbuildmat.2008.07.020.
Oruc, S., F. Celik, and M. V. Akpinar. 2007. “Effect of cement on emulsified asphalt mixtures.” J. Mater. Eng. Perform. 16 (5): 578–583. https://doi.org/10.1007/s11665-007-9095-2.
Prasad, D., S. K. Suman, and B. Singh. 2022a. “Utilization of recycled concrete dust and lime as a binary blended filler in cold bitumen emulsion mix.” In Proc., Int. Conf. on Transportation Infrastructure Projects: Conception to Execution, 51–61. Singapore: Springer.
Prasad, D., S. K. Suman, B. Singh, N. Saboo, and A. Kathuria. 2022b. “Utilization of fly ash as a filler in cold bituminous emulsion mix.” In Proc., 11th Int. Conf. on the Bearing Capacity of Roads, Railways and Airfields, 491–501. Boca Raton, FL: CRC Press.
Pundhir, N. K., S. Grover, and A. Veeraragavan. 2010. “Cold mix design of semi sense bituminous concrete.” Indian Highway 38 (3): 17–24.
Rahaman, M. Z., and H. U. Bahia. 2022. “Prediction models for semi-circular-bend test parameters from binder’s LAS parameters and mixture volumetric properties.” Int. J. Pavement Eng. 23 (13): 4721–4732. https://doi.org/10.1080/10298436.2021.1972297.
Raj, A., M. Sivakumar, and M. V. L. R. Anjaneyulu. 2023. “Use of rice husk ash-activated fillers on rutting and moisture resistance of cold mix asphalt.” Int. J. Pavement Eng. 24 (2): 2144307. https://doi.org/10.1080/10298436.2022.2144307.
Saboo, N., and M. Sukhija. 2020. “Effect of analysis procedures in linear amplitude sweep test on the fatigue resistance of nanoclay-modified asphalt binders.” J. Mater. Civ. Eng. 33 (1): 04020417. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003507.
Shanbara, H., F. Ruddock, and W. Atherton. 2018. “A laboratory study of high-performance col0d mix asphalt mixtures reinforced with natural and synthetic fibres.” Constr. Build. Mater. 172 (May): 166–175. https://doi.org/10.1016/j.conbuildmat.2018.03.252.
Shanbara, H. K., A. Dulaimi, and T. Al-Mansoori. 2021. “Studying the mechanical properties of improved cold emulsified asphalt mixtures containing cement and lime.” In Vol. 1090 of Proc., IOP Conf. Series: Materials Science and Engineering, 1–5. London: IOP Publishing. https://doi.org/10.1088/1757-899X/1090/1/012006.
Shannag, M. J. 2000. “High strength concrete containing natural pozzolan and silica fume.” Cem. Concr. Compos. 22 (6): 399–406. https://doi.org/10.1016/S0958-9465(00)00037-8.
Singh, B., and S. Jain. 2021. “Effect of lime and cement fillers on moisture susceptibility of cold mix asphalt.” Road Mater. Pavement Des. 1–17. https://doi.org/10.1080/14680629.2021.1976254.
Singh, B., and P. Kumar. 2022. “Investigating the performance of polymer and warm mix modified asphalt binders and mixtures.” Int. J. Pavement Eng. 23 (11): 3691–3705. https://doi.org/10.1080/10298436.2021.1915491.
Singh, B., D. Prasad, and R. R. Kant. 2021. “Effect of lime filler on RCA incorporated bituminous mixture.” Cleaner Eng. Technol. 4 (Oct): 100166. https://doi.org/10.1016/j.clet.2021.100166.
Stewart, C. M., and E. Garcia. 2019. “Fatigue crack growth of a hot mix asphalt using digital image correlation.” Int. J. Fatigue 120 (Mar): 254–266. https://doi.org/10.1016/j.ijfatigue.2018.11.024.
Stuart, K. D. 1990. Moisture damage in asphalt mixtures-a state-of-the-art report. Washington, DC: Federal Highway Administration.
Tedla, T. A., D. Singh, and B. Showkat. 2023. “Effects of air voids on comprehensive laboratory performance of cold mix containing recycled asphalt pavement.” Constr. Build. Mater. 368 (Mar): 130416. https://doi.org/10.1016/j.conbuildmat.2023.130416.
Thanaya, I. 2003. “Improving the performance of cold bituminous emulsion mixtures (CBEMs): Incorporating waste.” Doctoral dissertation, School of Civil Engineering, Univ. of Leeds.
Thanaya, I. 2008. “The effect of compaction delay and rate of strength gain on cold bituminous emulsion mixtures.” Media Tek. Sipil 8 (1): 9–14.
Thanaya, I. N. A. 2007. “Review and recommendation of cold asphalt emulsion mixtures CAEMS design.” Civ. Eng. Dimens. 9 (1): 49–56. https://doi.org/10.9744/ced.9.1.pp.%2049-56.
Thanaya, I. N. A., S. E. Zoorob, and J. P. Forth. 2009. “A laboratory study on cold-mix, cold-lay emulsion mixtures.” In Vol. 162 of Proc., Institution of Civil Engineers-Transport, 47–55. London: Thomas Telford. https://doi.org/10.1680/tran.2009.162.1.47.
Tian, Y., D. Lu, R. Ma, J. Zhang, W. Li, and X. Yan. 2020. “Effects of cement contents on the performance of cement asphalt emulsion mixtures with rapidly developed early-age strength.” Constr. Build. Mater. 244 (May): 118365. https://doi.org/10.1016/j.conbuildmat.2020.118365.
Wang, F., Y. Liu, and S. Hu. 2013. “Effect of early cement hydration on the chemical stability of asphalt emulsion.” Constr. Build. Mater. 42 (May): 146–151. https://doi.org/10.1016/j.conbuildmat.2013.01.009.
West, R. C., and R. S. James. 2006. “Evaluation of a lime kiln dust as a mineral filler for stone matrix asphalt.” Transp. Res. Board 750: 1–18.
Yum, W. S., J. Yu, D. Jeon, H. Song, S. Sim, D. H. Kim, and J. E. Oh. 2021. “Mechanical and durability properties of cementless concretes made using three types of CaO-activated GGBFS binders.” Materials 15 (1): 271. https://doi.org/10.3390/ma15010271.
Zhang, H., K. Shen, G. Xu, J. Tong, R. Wang, D. Cai, and X. Chen. 2020. “Fatigue resistance of aged asphalt binders: An investigation of different analytical methods in linear amplitude sweep test.” Constr. Build. Mater. 241 (Apr): 118099. https://doi.org/10.1016/j.conbuildmat.2020.118099.
Zhang, J., A. K. Apeagyei, G. D. Airey, and J. R. A. Grenfell. 2015. “Influence of aggregate mineralogical composition on water resistance of aggregate-bitumen adhesion.” Int. J. Adhes. Adhes. 62 (Oct): 45–54. https://doi.org/10.1016/j.ijadhadh.2015.06.012.
Zizi, Z., D. Oulahna, A. Benhassaine, A. Sainton, and M. Pelon. 1997. “The emulsion-fine siliceous solids system. The physical breaking of the emulsion.” Bull. Lab. Ponts Chaussees 207: 5–12.
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Published In
Journal of Materials in Civil Engineering
Volume 36 • Issue 12 • December 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Jan 12, 2024
Accepted: Apr 26, 2024
Published online: Sep 17, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 17, 2025
ASCE Technical Topics:
- Asphalts
- Continuum mechanics
- Cracking
- Design (by type)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Fracture mechanics
- Load and resistance factor design
- Load factors
- Material mechanics
- Material properties
- Materials characterization
- Materials engineering
- Materials processing
- Mixtures
- Slag
- Solid mechanics
- Strength of materials
- Structural design
- Structural engineering
- Tensile strength
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