Compressive Behavior of Concrete Incorporating Clay Brick Fines Added by Paste Replacement Method
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 7
Abstract
Urbanization in China has been producing a huge quantity of construction and demolition waste, of which clay brick waste accounts for a substantial proportion. For reducing waste disposal, the clay brick waste has been reutilized in concrete production by employing the aggregate replacement or cement replacement methods. However, with these methods, the clay brick waste tends to have an adverse effect on the mechanical performance of the concrete produced, especially at high replacement rate. Herein, a novel method, the paste replacement method (PRM), was applied, in which clay brick fines (CBF) were made by crushing and grinding clay brick waste and reused to partially replace the cementitious paste (water + cementitious materials). The compressive behavior of the concrete produced was tested. The results showed that the CBF added based on PRM increased compressive strength and elastic modulus, caused little change to Poisson’s ratio, and decreased the lateral dilation of the concrete. More importantly, it reduced the cement content by up to 29.4% and the cement factor (cement content to strength ratio) by up to 62.3%.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors acknowledge the financial support of the National Natural Science Foundation of China (Project Nos. 51678161 and 51608131), Colleges Innovation Project of Guangdong Province (Project No. 2017KTSCX061), and Pearl River S&T Nova Program of Guangzhou City (Project No. 201906010064).
References
ADB (Asian Development Bank). 2015. People’s Republic of China: Construction and demolition waste management and recycling.. Mandaluyong, Philippines: ADB.
ASTM. 2006. Standard test method for static modulus of elasticity and Poisson ratio of concrete in compression. ASTM C469-02. West Conshohocken, PA: ASTM.
ASTM. 2009. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M. West Conshohocken, PA: ASTM.
Bektas, F. 2014. “Alkali reactivity of crushed clay brick aggregate.” Constr. Build. Mater. 52 (Feb): 79–85. https://doi.org/10.1016/j.conbuildmat.2013.11.014.
BSI (British Standard Institute). 1995. Testing aggregates. Part 2: Methods of determination of density. BS 12-2. London: BSI.
Cachim, P. B. 2009. “Mechanical properties of brick aggregate concrete.” Constr. Build. Mater. 23 (3): 1292–1297. https://doi.org/10.1016/j.conbuildmat.2008.07.023.
Chen, J. J., and A. K. H. Kwan. 2012. “Adding limestone fines to reduce heat generation of curing concrete.” Mag. Concr. Res. 64 (12): 1101–1111. https://doi.org/10.1680/macr.11.00193.
Chen, J. J., A. K. H. Kwan, and Y. Jiang. 2014. “Adding limestone fines as cement paste replacement to reduce water permeability and sorptivity of concrete.” Constr. Build. Mater. 56 (4): 87–93. https://doi.org/10.1016/j.conbuildmat.2014.01.066.
China Cement. 2020. “2020 operation review of concrete industry and 2021 outlook.” [In Chinese.] Accessed January 1, 2020. http://www.ccement.com/news/content/11824967443885002.html.
Chinese Standard. 2007. Common portland cement, general administration of quality supervision, inspection and quarantine, China. GB175. Beijing: Standards Press of China.
Chinese Standard. 2016. Standard for test method of performance on ordinary fresh concrete, general administration of quality supervision, inspection and quarantine, China. GB/T 50080. Beijing: Standards Press of China.
Debieb, F., and S. Kenai. 2008. “The use of coarse and fine crushed bricks as aggregate in concrete.” Constr. Build. Mater. 22 (5): 886–893. https://doi.org/10.1016/j.conbuildmat.2006.12.013.
Ding, T., and J. Z. Xiao. 2014. “Estimation of building-related construction and demolition waste in Shanghai.” Waste Manage. 34 (11): 2327–2334. https://doi.org/10.1016/j.wasman.2014.07.029.
Filho, R. D. T., J. P. Gonçalves, B. B. Americano, and E. M. R. Fairbairn. 2007. “Potential for use of crushed waste calcined-clay brick as a supplementary cementitious material in Brazil.” Cem. Concr. Res. 37 (9): 1357–1365. https://doi.org/10.1016/j.cemconres.2007.06.005.
Ge, Z., Z. Gao, R. Sun, and L. Zheng. 2012. “Mix design of concrete with recycled clay-brick-powder using the orthogonal design method.” Constr. Build. Mater. 31: 289–293. https://doi.org/10.1016/j.conbuildmat.2012.01.002.
Kwan, A. K. H., M. McKinley, and J. J. Chen. 2013. “Adding limestone fines as cement paste replacement to reduce shrinkage of concrete.” Mag. Concr. Res. 65 (15): 942–950. https://doi.org/10.1680/macr.13.00028.
Li, L. G., J. J. Feng, J. Zhu, S. H. Chu, and A. K. H. Kwan. 2020a. “Pervious concrete: Effects of porosity on permeability and strength.” Mag. Concr. Res. 73 (2): 1–35. https://doi.org/10.1680/jmacr.19.00194.
Li, L. G., Z. H. Huang, Y. P. Tan, A. K. H. Kwan, and H. Y. Chen. 2019a. “Recycling of marble dust as paste replacement for improving strength, microstructure and eco-friendliness of mortar.” J. Cleaner Prod. 210: 55–65. https://doi.org/10.1016/j.jclepro.2018.10.332.
Li, L. G., Z. H. Huang, Y. P. Tan, A. K. H. Kwan, and F. Liu. 2018a. “Use of marble dust as paste replacement for recycling waste and improving durability and dimensional stability of mortar.” Constr. Build. Mater. 166: 423–432. https://doi.org/10.1016/j.conbuildmat.2018.01.154.
Li, L. G., and A. K. H. Kwan. 2015. “Adding limestone fines as cementitious paste replacement to improve tensile strength, stiffness and durability of concrete.” Cem. Concr. Compos. 60: 17–24. https://doi.org/10.1016/j.cemconcomp.2015.02.006.
Li, L. G., Z. H. Lin, G. M. Chen, and A. K. H. Kwan. 2020b. “Reutilizing clay brick dust as paste substitution to produce environment-friendly durable mortar.” J. Cleaner Prod. 274 (2): 122787. https://doi.org/10.1016/j.jclepro.2020.122787.
Li, L. G., Z. H. Lin, G. M. Chen, A. K. H. Kwan, and Z. H. Li. 2019b. “Reutilization of clay brick waste in mortar: Paste replacement versus cement replacement.” J. Mater. Civ. Eng. 31 (7): 04019129. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002794.
Li, L. G., Y. M. Wang, Y. P. Tan, and A. K. H. Kwan. 2019c. “Filler technology of adding granite dust to reduce cement content and increase strength of mortar.” Powder Technol. 342: 388–396. https://doi.org/10.1016/j.powtec.2018.09.084.
Li, L. G., Y. M. Wang, Y. P. Tan, A. K. H. Kwan, and L. J. Li. 2018b. “Adding granite dust as paste replacement to improve durability and dimensional stability of mortar.” Powder Technol. 333: 269–276. https://doi.org/10.1016/j.powtec.2018.04.055.
Li, L. G., Z. Y. Zhuo, A. K. H. Kwan, T. S. Zhang, and D. G. Lu. 2020c. “Cementing efficiency factors of ceramic polishing residue in compressive strength and chloride resistance of mortar.” Powder Technol. 367: 163–171. https://doi.org/10.1016/j.powtec.2020.03.050.
Li, L. G., Z. Y. Zhuo, J. Zhu, J. J. Chen, and A. K. H. Kwan. 2019d. “Reutilizing ceramic polishing waste as powder filler in mortar to reduce cement content by 33% and increase strength by 85%.” Powder Technol. 355: 119–126. https://doi.org/10.1016/j.powtec.2019.07.043.
Li, L. G., Z. Y. Zhuo, J. Zhu, and A. K. H. Kwan. 2020d “Adding ceramic polishing waste as paste substitute to improve sulphate and shrinkage resistances of mortar.” Powder Technol. 362: 149–156. https://doi.org/10.1016/j.powtec.2019.11.117.
Lin, K. L., H. H. Wu, J. L. Shie, C. L. Hwang, and A. Cheng. 2010. “Recycling waste brick from construction and demolition of buildings as pozzolanic materials.” Waste Manage. Res. 28 (7):653–659. https://doi.org/10.1177/0734242X09358735.
Liu, Q., T. Tong, S. Liu, D. Yang, and Q. Yu. 2014. “Investigation of using hybrid recycled powder from demolished concrete solids and clay bricks as a pozzolanic supplement for cement.” Constr. Build. Mater. 73: 754–763. https://doi.org/10.1016/j.conbuildmat.2014.09.066.
Llatas C. 2011. “A model for quantifying construction waste in projects according to the European waste list.” Waste Manage. 31 (6): 1261–1276. https://doi.org/10.1016/j.wasman.2011.01.023.
Masum, A., and T. Manzur. 2019. “Delaying time to corrosion initiation in concrete using brick aggregate as internal curing medium under adverse curing conditions.” Constr. Build. Mater. 228: 116772. https://doi.org/10.1016/j.conbuildmat.2019.116772.
Matias, D., J. De Brito, A. Rosa, and D. Pedro. 2013. “Mechanical properties of concrete produced with recycled coarse aggregates—Influence of the use of superplasticizers.” Constr. Build. Mater. 44: 101–109. https://doi.org/10.1016/j.conbuildmat.2013.03.011.
Nematzadeh, M., and A. Baradaran-Nasiri. 2018. “Residual properties of concrete containing recycled refractory brick aggregate at elevated temperatures.” J. Mater. Civ. Eng. 30 (1): 04017255. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002125.
Neville, A. M. 2011. Properties of concrete. 5th ed. Harlow, UK: Longman.
Poon, C. S., and D. Chan. 2006. “Paving blocks made with recycled concrete aggregate and crushed clay brick.” Constr. Build. Mater. 20 (8): 569–577. https://doi.org/10.1016/j.conbuildmat.2005.01.044.
Robinson, G. R., W. D. Menzie, and H. Hyun. 2004. “Recycling of construction debris as aggregate in the Mid-Atlantic Region, USA.” Resour. Conserv. Recycl. 42 (3): 275–294. https://doi.org/10.1016/j.resconrec.2004.04.006.
Shao, J. H., J. M. Gao, Y. S. Zhao, and X. M. Chen. 2019. “Study on the pozzolanic reaction of clay brick powder in blended cement pastes.” Constr. Build. Mater. 213: 209–215. https://doi.org/10.1016/j.conbuildmat.2019.03.307.
Turanli, L., F. Bektas, and P. J. M. Monteiro. 2003. “Use of ground clay brick as a pozzolanic material to reduce the alkali–silica reaction.” Cem. Concr. Res. 33 (10): 1539–1542. https://doi.org/10.1016/S0008-8846(03)00101-7.
Uddin, M. T., A. H. Mahmood, M. R. I. Kamal, S. M. Yashin, and Z. U. A. Zihan. 2017. “Effects of maximum size of brick aggregate on properties of concrete.” Constr. Build. Mater. 134: 713–726. https://doi.org/10.1016/j.conbuildmat.2016.12.164.
Van den Heede, P., N. Ringoot, A. Beirnaert, A. Van Brecht, E. Van den Brande, G. De Schutter, and N. De Belie. 2016. “Sustainable high quality recycling of aggregates from waste-to-energy, treated in a wet bottom ash processing installation, for use in concrete products.” Materials 9 (1): 9. https://doi.org/10.3390/ma9010009.
Viso, J. R. D., J. R. Carmona, and G. Ruiz. 2008. “Shape and size effects on the compressive strength of high-strength concrete.” Cem. Concr. Res. 38 (3): 386–395. https://doi.org/10.1016/j.cemconres.2007.09.020.
Vliet, M. R. A. V., and J. G. M. V. Mier. 1996. “Experimental investigation of concrete fracture under uniaxial compression.” Mech. Cohesive-frict. Mater. 1 (1): 115–127. https://doi.org/10.1002/(SICI)1099-1484(199601)1:1%3C115::AID-CFM6%3E3.0.CO;2-U.
Xiao, J. Z. 2008. Recycled concrete. [In Chinese.] 194. Beijing: China Architecture and Building Press.
Xie, T., and T. Ozbakkaloglu. 2016. “Behavior of recycled aggregate concrete-filled basalt and carbon FRP tubes.” Constr. Build. Mater. 105: 132–143. https://doi.org/10.1016/j.conbuildmat.2015.12.068.
Yang, J., Q. Du, and Y. Bao. 2011. “Concrete with recycled concrete aggregate and crushed clay bricks.” Constr. Build. Mater. 25 (4): 1935–1945. https://doi.org/10.1016/j.conbuildmat.2010.11.063.
Zheng, L., Z. Ge, Z. Yao, and Z. Gao. 2011. “Mechanical properties of mortar with recycled clay-brick-powder.” In Proc., American Society of Civil Engineers 11th Int. Conf. of Chinese Transportation Professionals (ICCTP)—Nanjing, China, August 14–17, 2011, (ICCTP 2011), 3379–3388. Reston, VA: ASCE. https://doi.org/10.1061/41186(421)335.
Zhou, Y., J. Hu, M. Li, L. Sui, and F. Xing. 2016. “FRP-confined recycled coarse aggregate concrete: Experimental investigation and model comparison.” Polymers 8 (10): 375. https://doi.org/10.3390/polym8100375.
Zhu, P., X. Q. Mao, W. Qu, Z. Li, and Z. J. Ma. 2016. “Investigation of using recycled powder from waste of clay bricks and cement solids in reactive powder concrete.” Constr. Build. Mater. 113: 246–254. https://doi.org/10.1016/j.conbuildmat.2016.03.040.
Zong, L., Z. Fei, and S. Zhang. 2014. “Permeability of recycled aggregate concrete containing fly ash and clay brick waste.” J. Cleaner Prod. 70: 175–182. https://doi.org/10.1016/j.jclepro.2014.02.040.
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Received: Apr 11, 2020
Accepted: Nov 16, 2020
Published online: Apr 22, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 22, 2021
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