Technical Papers
May 27, 2021

Sustainable Application of Fine Recycled-Concrete Aggregate in Soil-Nailing Grout

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 8

Abstract

The use of construction and demolition waste is an effective solution to mitigate their environmental impacts and avoid dispose in landfills. This paper aims to evaluate the use of fine recycled-concrete aggregate (FRCA) in grout mixtures used in soil nailing. Compressive strength tests on FRCA grout were carried out at different curing ages and interface shear strength was measured between soil and grout. Properties of a commonly used cement grout are compared with those of sand-cement grout and FRCA-cement grout. Although the FRCA grout shows a lower compressive strength compared to commonly used grout and sand-cement grout, its measured properties still meet the minimum standards requirements. The interface friction angle and adhesion of the FRCA exhibit higher values compared to those measured at the soil–soil interface. The grout mixtures evaluated in this study indicated that it is possible to use 1.126 kg of FRCA for each cubic meter of grout. The consumptions of cement and water were found to be 42% and 24% lower, respectively. This represents approximately 380 kg less of CO2 emissions into the atmosphere per cubic meter. The use of FRCA in soil nail grouting can be a sustainable alternative to reduce environmental impacts, cement consumption, and greenhouse gas emission.

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Data Availability Statement

All data used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge Research Grant No. 51778166 provided by the National Science Foundation of China. Our gratitude is also given to Foundation Araucária (PR-Brazil), Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES-Brazil), and Federal University of Paraná (PPGECC/UFPR-Brazil).

References

Akhtar, A., and A. K. Sarmah. 2018. “Construction and demolition waste generation and properties of recycled aggregate concrete: A global perspective.” J. Cleaner Prod. 186 (Jun): 262–281. https://doi.org/10.1016/j.jclepro.2018.03.085.
Anagnostopoulos, C. A. 2014. “Effect of different superplasticisers on the physical and mechanical properties of cement grouts.” Constr. Build. Mater. 50 (Jan): 162–168. https://doi.org/10.1016/j.conbuildmat.2013.09.050.
Andal, J., M. Shehata, and P. Zacarias. 2016. “Properties of concrete containing recycled concrete aggregate of preserved quality.” Constr. Build. Mater. 125 (Oct): 842–855. https://doi.org/10.1016/j.conbuildmat.2016.08.110.
ASTM. 2011. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080M-11. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for laboratory compaction characteristics of soil using standard effort [12,400 ft-lbf/ft3 (600 kN-m/m3)]. ASTM D698-12. 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. 2015. Standard test method for relative density (specific gravity) and absorption of fine aggregate. ASTM C128-15. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for flow of grout for preplaced-aggregate concrete (flow cone method). ASTM C939M-16a. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913/D6913M-17. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test method for compressive strength of hydraulic-cement mortars (using portions of prisms broken in flexure). ASTM C349-18. West Conshohocken, PA: ASTM.
Barbudo, A., J. de Brito, L. Evangelista, M. Bravo, and F. Agrela. 2013. “Influence of water-reducing admixtures on the mechanical performance of recycled concrete.” J. Cleaner Prod. 59 (Nov): 93–98. https://doi.org/10.1016/j.jclepro.2013.06.022.
BSI (British Standards Institution). 2017. Code of practice for strengthened/reinforced soils. Soil nail design. BS 8006-2. London: BSI.
CEN (European Committee for Standardization). 2010. Execution of special geotechnical works—Soil nailing. EN 14490. Brussels, Belgium: CEN.
Chen, W., J. Hong, and C. Xu. 2015. “Pollutants generated by cement production in China, their impacts, and the potential for environmental improvement.” J. Cleaner Prod. 103 (Sep): 61–69. https://doi.org/10.1016/j.jclepro.2014.04.048.
Chu, L. M., and J. H. Yin. 2006. “Study on soil-cement grout interface shear strength of soil nailing by direct shear box testing method.” Geomech. Geoeng. 1 (4): 259–273. https://doi.org/10.1080/17486020601091742.
Chu, L.-M., and J.-H. Yin. 2005. “Comparison of interface shear strength of soil nails measured by both direct shear box tests and pullout tests.” J. Geotech. Geoenviron. Eng. 131 (9): 1097–1107. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1097).
Desai, C. S., E. C. Drumm, and M. M. Zaman. 1985. “Cyclic testing and modeling of interfaces.” J. Geotech. Eng. 111 (6): 793–815. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:6(793).
Evangelista, L., M. Guedes, J. De Brito, A. C. Ferro, and M. F. Pereira. 2015. “Physical, chemical and mineralogical properties of fine recycled aggregates made from concrete waste.” Constr. Build. Mater. 86 (Jul): 178–188. https://doi.org/10.1016/j.conbuildmat.2015.03.112.
Fan, C. C., R. Huang, H. Hwang, and S. J. Chao. 2015. “The effects of different fine recycled concrete aggregates on the properties of mortar.” Materials (Basel) 8 (5): 2658–2672. https://doi.org/10.3390/ma8052658.
GEO (Geotechnical Engineering Office). 2017. Guide to soil nail design and construction (Geoguide 7) (continuously updated e-version released on 18 September 2017), 1–90. Hong Kong: GEO, Civil Engineering and Development Dept., Government of the Hong Kong Special Administrative Region.
HKSARG (Government of Hong Kong Special Administrative Region). 2006. Vols. 1 and 2 of General specification for civil engineering works (2006 edition) (incorporating all amendments). Hong Kong: HKSARG.
Hossain, M. A., and J.-H. Yin. 2012. “Influence of grouting pressure on the behavior of an unsaturated soil-cement interface.” J. Geotech. Geoenviron. Eng. 138 (2): 193–202. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000585.
Huang, B., X. Wang, H. Kua, Y. Geng, R. Bleischwitz, and J. Ren. 2018. “Construction and demolition waste management in China through the 3R principle.” Resour. Conserv. Recycl. 129 (Feb): 36–44. https://doi.org/10.1016/j.resconrec.2017.09.029.
IEA (International Energy Agency). 2018. Technology roadmap: Low-carbon transition in the cement industry. Paris: IEA.
Lazarte, C. A., H. Robinson, J. E. Gómez, A. Baxter, A. Cadden, and R. Berg. 2015. Geotechnical engineering circular No. 7: Soil nail walls—Reference manual. Washington, DC: Federal Highway Administration.
Leite, M. B., and V. M. Santana. 2019. “Evaluation of an experimental mix proportion study and production of concrete using fine recycled aggregate.” J. Build. Eng. 21 (Jan): 243–253. https://doi.org/10.1016/j.jobe.2018.10.016.
Li, L., B. J. Zhan, J. Lu, and C. S. Poon. 2019. “Systematic evaluation of the effect of replacing river sand by different particle size ranges of fine recycled concrete aggregates (FRCA) in cement mortars.” Constr. Build. Mater. 209 (Jun): 147–155. https://doi.org/10.1016/j.conbuildmat.2019.03.044.
Moayed, R. Z., M. Hosseinali, S. M. Shirkhorshidi, and J. Sheibani. 2019. “Experimental investigation and constitutive modeling of grout–sand interface.” Int. J. Geomech. 19 (5): 04019024. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001384.
Pereira, P., L. Evangelista, and J. De Brito. 2012. “The effect of superplasticisers on the workability and compressive strength of concrete made with fine recycled concrete aggregates.” Constr. Build. Mater. 28 (1): 722–729. https://doi.org/10.1016/j.conbuildmat.2011.10.050.
Revilla-Cuesta, V., M. Skaf, F. Faleschini, J. M. Manso, and V. Ortega-López. 2020. “Self-compacting concrete manufactured with recycled concrete aggregate: An overview.” J. Cleaner Prod. 262 (Jul): 121362. https://doi.org/10.1016/j.jclepro.2020.121362.
Tam, V. W., M. Soomro, and A. C. J. Evangelista. 2018. “A review of recycled aggregate in concrete applications (2000–2017).” Constr. Build. Mater. 172 (May): 272–292. https://doi.org/10.1016/j.conbuildmat.2018.03.240.
Thomas, J., N. N. Thaickavil, and P. M. Wilson. 2018. “Strength and durability of concrete containing recycled concrete aggregates.” J. Build. Eng. 19 (Sep): 349–365. https://doi.org/10.1016/j.jobe.2018.05.007.
Turner, J. B. 2004. “Influence of grout mix design and placement procedures on the integrity of installed soil nails.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Texas Tech Univ.
Verian, K. P., W. Ashraf, and Y. Cao. 2018. “Properties of recycled concrete aggregate and their influence in new concrete production.” Resour. Conserv. Recycl. 133 (Jun): 30–49. https://doi.org/10.1016/j.resconrec.2018.02.005.
Zaetang, Y., V. Sata, A. Wongsa, and P. Chindaprasirt. 2016. “Properties of pervious concrete containing recycled concrete block aggregate and recycled concrete aggregate.” Constr. Build. Mater. 111 (May): 15–21. https://doi.org/10.1016/j.conbuildmat.2016.02.060.
Zhao, Z., S. Remond, D. Damidot, and W. Xu. 2015. “Influence of fine recycled concrete aggregates on the properties of mortars.” Constr. Build. Mater. 81 (Apr): 179–186. https://doi.org/10.1016/j.conbuildmat.2015.02.037.
Zhou, W. H. 2008. “Experimental and theoretical study on pullout resistance of grouted soil nails.” Ph.D. thesis, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ.

Information & Authors

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 8August 2021

History

Received: Jun 23, 2020
Accepted: Dec 29, 2020
Published online: May 27, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 27, 2021

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Authors

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Ph.D. Student, Dept. of Civil Construction, Federal Univ. of Paraná, Curitiba, Paraná 81.531-990, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-0706-5996. Email: [email protected]
Charles Wang Wai Ng, Ph.D., F.ASCE
Chair Professor of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Vítor Pereira Faro, Ph.D. https://orcid.org/0000-0003-0001-5459
Professor of Civil Engineering, Dept. of Civil Construction, Federal Univ. of Paraná, Curitiba, Paraná 81.531-990, Brazil. ORCID: https://orcid.org/0000-0003-0001-5459

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