Technical Papers
Jul 29, 2019

Strength, Durability, and Thermal Properties of Glass Aggregate Mortars

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 10

Abstract

This study investigated the use of glass aggregates as a building and construction material through the assessment of strength, durability, and thermal properties of cement mortars. A combination of crushed glass and glass beads was incorporated in the mortar specimens as 30%, 50%, 70%, and 100% replacement of natural sand. Compressive strength was studied, until 365 days, using standard (20°C) and accelerated (50°C) curing conditions. A decrease in strength was observed with increasing glass aggregate amount. Nonetheless, higher strength gain was evident in glass aggregate mortars cured in standard conditions at later ages. Qualitative analysis of durability by means of plastic shrinkage cracking indicated that full replacement of natural sand with glass aggregates reduces 96% of cracks as compared to mortar containing no glass. Further, chloride permeation of glass aggregate mortars was improved with increasing glass replacement and age due to the inherently impermeable nature of glass particles. Glass aggregates also improved the overall thermal conductivity of mortar because glass itself has low thermal conductivity.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the Natural Sciences and Engineering Research Council of Canada for the financial support provided to Karla Gorospe in the form of the Canada Graduate Scholarship and the Discovery Grant to Dr. Sreekanta Das.

References

ACI (American Concrete Institute). 2002. Guide to thermal properties of concrete and masonry systems. ACI 122R. Farmington Hills, MI: ACI.
Afshinnia, K., and P. R. Rangaraju. 2016. “Impact of combined use of ground glass powder and crushed glass aggregate on selected properties of portland cement concrete.” Constr. Build. Mater. 117 (Aug): 263–272. https://doi.org/10.1016/j.conbuildmat.2016.04.072.
Alani, A., J. MacMullen, O. Telik, and Z. Y. Zhang. 2012. “Investigation into the thermal performance of recycled glass screed for construction purposes.” Constr. Build. Mater. 29 (Apr): 527–532. https://doi.org/10.1016/j.conbuildmat.2011.07.020.
Almesfer, N., and J. Ingham. 2014. “Effect of waste glass on the properties of concrete.” J. Mater. Civ. Eng. 26 (11): 06014022.
ASTM. 2013a. Standard specification for mixing rooms, moist cabinets, moist rooms, and water storage tanks used in the testing of hydraulic cements and concretes. ASTM C192. West Conshohocken, PA: ASTM.
ASTM. 2013b. Standard test method for density, absorption, and voids in hardened concrete. ASTM C642. West Conshohocken, PA: ASTM.
ASTM. 2013c. Standard test method for evaluating plastic shrinkage cracking of restrained fiber reinforced concrete (using a steel form insert). ASTM C1579. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test method for determination of thermal conductivity of soil and soft rock by thermal needle probe procedure. ASTM D5334. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). ASTM C109/C109M. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM C1202. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard practice for making and curing concrete test specimens in the laboratory. ASTM C192/ C192M. West Conshohocken, PA: ASTM.
Banthia, N., and R. Gupta. 2007. “Test method for evaluation of plastic shrinkage cracking in fiber-reinforced cementitious materials.” Exp Tech. 31 (6): 44–48. https://doi.org/10.1111/j.1747-1567.2007.00191.x.
Basheer, L., J. Kropp, and D. Cleland. 2001. “Assessment of the durability of concrete from its permeation properties: A review.” Constr. Build. Mater. 15 (2–3): 93–103. https://doi.org/10.1016/S0950-0618(00)00058-1.
Bisschop, J., and G. M. Van Mier. 2002. “Effect of aggregates on drying shrinkage microcracking in cement-based composites.” Mater. Struct. 35 (8): 453–461. https://doi.org/10.1007/BF02483132.
Branch, J., A. Rawling, D. J. Hannant, and M. Mulheron. 2002. “The effects of fibres on the plastic shrinkage cracking of high strength concrete.” Mater. Struct. 35 (3): 189–198.
Branston, J., S. Das, S. Y. Kenno, and C. Taylor. 2016. “Influence of basalt fibres on free and restrained plastic shrinkage.” Cem. Concr. Compos. 74 (Nov): 182–190. https://doi.org/10.1016/j.cemconcomp.2016.10.004.
Choi, S. Y., Y. S. Choi, and E. I. Yang. 2017. “Effects of heavy weight waste glass recycled as fine aggregate on the mechanical properties of mortar specimens.” Ann. Nucl. Energy 99 (Jan): 372–382. https://doi.org/10.1016/j.anucene.2016.09.035.
Cortes, D. D., H. K. Kim, A. M. Palomino, and J. C. Santamarina. 2008. “Rheological and mechanical properties of mortars prepared with natural and manufactured sands.” Cem. Concr. Res. 38 (10): 1142–1147. https://doi.org/10.1016/j.cemconres.2008.03.020.
CSA (Canadian Standards Association). 2013. Cementitious materials used in concrete. CAN/CSA-A3001. Mississauga, ON: CSA.
De Castro, S., and J. De Brito. 2013. “Evaluation of the durability of concrete made with crushed glass aggregates.” J. Clean. Prod. 41 (Feb): 7–14. https://doi.org/10.1016/j.jclepro.2012.09.021.
Delgado, J. M. P. Q., A. A. Guimarães, V. P. De Freitas, I. Antepara, V. Kocí, and R. Cerny. 2016. “Salt damage and rising damp treatment in building structures.” In Adv. Mater. Sci. Eng. 2016: 1280894. https://doi.org/10.1155/2016/1280894.
Diamond, S. 1996. “Delayed ettringite formation—Processes and problems.” Cem. Concr. Compos. 18 (3): 205–215. https://doi.org/10.1016/0958-9465(96)00017-0.
Du, H., and K. H. Tan. 2013. “Use of waste glass as sand in mortar: Part II—Alkali-silica reaction and mitigation methods.” Cem. Concr. Compos. 35 (1): 118–126. https://doi.org/10.1016/j.cemconcomp.2012.08.029.
Elkhadiri, I., M. Elkhadiri, and F. Puertas. 2009. “Effect of curing temperature on cement hydration.” Ceram. Silik. 53 (2): 65–75.
Escalante-García, J., and J. Sharp. 2001. “The microstructure and mechanical properties of blended cements hydrated at various temperatures.” Cem. Concr. Res. 31 (5): 695–702.
Foster, C. W. 1970. “Use of waste glass as asphaltic concrete aggregate.” Master’s thesis, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology.
Holt, E., and M. Leivo. 2004. “Cracking risks associated with early age shrinkage.” Cem. Concr. Compos. 26 (5): 521–530. https://doi.org/10.1016/S0958-9465(03)00068-4.
Idir, R., M. Cyr, and A. Tagnit-Hamou. 2010. “Use of fine glass as ASR inhibitor in glass aggregate mortars.” Constr. Build. Mater. 24 (7): 1309–1312. https://doi.org/10.1016/j.conbuildmat.2009.12.030.
Idir, R., M. Cyr, and A. Tagnit-Hamou. 2011. “Pozzolanic properties of fine and coarse color-mixed glass cullet.” Cem. Conc. Res. 33 (1): 19–29. https://doi.org/10.1016/j.conbuildmat.2009.12.030.
Islam, G. M. S., and S. D. Gupta. 2016. “Evaluating plastic shrinkage and permeability of polypropylene fiber reinforced concrete.” Int. J. Sustainable Built Environ. 5 (2): 345–354. https://doi.org/10.1016/j.ijsbe.2016.05.007.
Ismail, Z., and E. A. Al-Hashmi. 2009. “Recycling of waste glass as a partial replacement for fine aggregate in concrete.” Waste Manage. 29 (2): 655–659. https://doi.org/10.1016/j.wasman.2008.08.012.
Kamali, M., and A. Ghahremaninezhad. 2015. “Effect of glass powders on the mechanical and durability properties of cementitious materials.” Constr. Build. Mater. 98 (Nov): 407–416. https://doi.org/10.1016/j.conbuildmat.2015.06.010.
Kou, S. C., and C. S. Poon. 2009. “Properties of self-compacting concrete prepared with recycled glass aggregate.” Cem. Concr. Compos. 31 (2): 107–113. https://doi.org/10.1016/j.cemconcomp.2008.12.002.
Ling, T. C., and C. S. Poon. 2012. “A comparative study on the feasible use of recycled beverage and CRT funnel glass as fine aggregate in cement mortar.” J. Clean. Prod. 29–30 (Jul): 46–52. https://doi.org/10.1016/j.jclepro.2012.02.018.
Malisch, W. R., D. E. Day, and B. G. Wixson. 1970. “Use of domestic waste glass as aggregate in bituminous concrete.” Highway Res. Rec. 307 (Jul): 1–10.
Mardani-Aghabaglou, A., M. Tuyan, and K. Ramyar. 2015. “Mechanical and durability performance of concrete incorporating fine recycled concrete and glass aggregates.” Mater. Struct. 48 (8): 2629–2640. https://doi.org/10.1617/s11527-014-0342-3.
Meddah, M. S., and A. Tagnit-Hamou. 2009. “Pore structure of concrete with mineral admixtures and its effect on self-desiccation shrinkage.” ACI Mater. J. 106 (3): 241–250.
Naaman, A., T. Wongtanakitcharoen, and G. Hauser. 2005. “Influence of different fibers on plastic shrinkage cracking of concrete.” ACI Mater. J. 102 (1): 49–58.
NRMCA (National Ready Mixed Concrete Association). 2014. CIP 5—Plastic shrinkage cracking. Silver Spring, MD: NRMCA.
Park, S. B., B. C. Lee, and J. H. Kim. 2004. “Studies on mechanical properties of concrete containing waste glass aggregate.” Cem. Concr. Res. 34 (12): 2181–2189. https://doi.org/10.1016/j.cemconres.2004.02.006.
Portland Cement Association. 2001. Ettringite formation and the performance of concrete. Skokie, IL: Portland Cement Association.
Poutos, K., and S. Nwaubani. 2013. “Strength development of concrete made with recycled glass aggregates subjected to frost curing conditions.” Int. J. Appl. Innov. Eng. Manage. 2 (2): 19–28.
Poutos, K. H., A. M. Alani, P. J. Walden, and C. M. Sangha. 2008. “Relative temperature changes within concrete made with recycled glass aggregate.” Constr. Build. Mater. 22 (4): 557–565. https://doi.org/10.1016/j.conbuildmat.2006.11.018.
Straube, J. 2017. Meeting and exceeding building code thermal performance requirements. Ottawa: Canadian Precast/Prestressed Concrete Institute.
Taha, B., and G. Nounu. 2009. “Utilizing waste recycled glass as sand/cement replacement in concrete.” J. Mater. Civ. Eng. 21 (Nov): 709–721. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(709).
Tan, K. H., and H. Du. 2013. “Use of waste glass as sand in mortar: Part I—Fresh, mechanical and durability properties.” Cem. Concr. Compos. 35 (1): 109–117. https://doi.org/10.1016/j.cemconcomp.2012.08.028.
Topçu, I., and M. Canbaz. 2004. “Properties of concrete containing waste glass.” Cem. Concr. Res. 34 (2): 267–274. https://doi.org/10.1016/j.cemconres.2003.07.003.
USEPA. 2018. “Facts and figures about materials, waste and recycling.” Accessed June 06, 2018. https://www.epa.gov/facts-and-figures-about-materials-waste-and-recycling/glass-material-specific-data.
Wright, J. R., C. Cartwright, D. Fura, and F. Rajabipour. 2014. “Fresh and hardened properties of concrete incorporating recycled glass as 100% sand replacement.” J. Mater. Civ. Eng. 26 (10): 04014073. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000979.
Yun, T. S., J. Y. Jeong, and K. S. Youm. 2014. “Effect of surrogate aggregates on the thermal conductivity of concrete at ambient and elevated temperatures.” Sci. World J. 2014: 939632. https://doi.org/10.1155/2014/939632.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 10October 2019

History

Received: Sep 5, 2018
Accepted: Apr 24, 2019
Published online: Jul 29, 2019
Published in print: Oct 1, 2019
Discussion open until: Dec 29, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Karla Gorospe, S.M.ASCE [email protected]
M.A.Sc. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4 (corresponding author). Email: [email protected]
Emad Booya, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4. Email: [email protected]
Hossein Ghaednia, Ph.D. [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4. Email: [email protected]
Sreekanta Das, Ph.D. [email protected]
P.Eng.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share