journal article·2021-08

Effects of waste glass as a sand replacement on the strength and durability of fly ash/GGBS based alkali activated mortar

Sasui Sasui, Gyuyong Kim, Jeongsoo Nam, Arie van Riessen, Marijana Hadzima-Nyarko

Ceramics International· Volume 47· Issue 15
Publisher page

Abstract

This study incorporates fine waste glass (GS) as a replacement for natural sand (NS) in fly ash (FA) and/or ground granulated blast furnace slag (GGBS) based alkali activated mortar (AAm). Tests were conducted on the AAm to determine the mechanical properties, water absorption, apparent porosity and the durability based on its resistance to Na2SO4 5% and H2SO4 2% concentrated solutions. Whereas the microstructure and chemical composition of AAm was analyzed by SEM-EDX to support results obtained from the experimental tests. The study revealed that the effects of GS depends on the ratio of binders used to synthesize the mortar. For high FA/GGBS mortar, an increase in strength and reduction of porosity was observed with increasing GS up to 50 wt.%. For lower FA/GGBS mortar, increasing GS up to 100 wt.%, increased strength and decreased porosity. The lower porosity attained with the incorporation of GS, improved the resistance of mortar to Na2SO4 solution thus increasing durability. The resistance of mortar to H2SO4 was also improved with lower porosity due to incorporation of GS. However, the durability of mortar was negatively impacted with the further reduction of porosity observed with increasing GS and GGBS above 50 wt.% believed to be caused by the stress induced as a result of expansive reaction products created when the mortar reacted with acid.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Recycling and utilization of industrial and municipal waste in materials production

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (80)

Show source-provided references
1. There is no Plan B for dealing with the climate crisis10.1080/00963402.2019.1654255 ↗
2. Cement: more efforts needed
3. Cement manufacture and the environment part II: environmental challenges and opportunities10.1162/108819803766729212 ↗
4. Carbon dioxide reduction potential in the global cement industry by 205010.1016/j.cemconres.2017.08.026 ↗
5. Sand and gravel resources10.1007/1-4020-4494-1_289 ↗
6. 25-Life cycle assessment (LCA) of alkali-activated cements and concretes
7. Comparison of embodied energies of ordinary portland cement with bayer-derived geopolymer products10.1016/j.jclepro.2015.03.008 ↗
8. Geopolymers: inorganic polymeric new materials10.1007/BF01912193 ↗
9. Influence of calcium compounds on the mechanical properties of fly ash geopolymer pastes10.1016/j.jhazmat.2008.12.121 ↗
10. Beneficiation of collie fly ash for synthesis of geopolymer part 2–geopolymers10.1016/j.fuel.2013.04.015 ↗
11. Alkali-activated slag cement and concrete: a review of properties and problems10.1680/adcr.1995.7.27.93 ↗
12. Alkali-activated fly ash/slag cements: strength behaviour and hydration products10.1016/S0008-8846(00)00298-2 ↗
13. Strength and microstructure of class-c fly ash and GGBS blend geopolymer activated in NaOH & NaOH+ Na2SiO310.3390/ma13010059 ↗
14. Binding mechanism and properties of alkali-activated fly ash/slag mortars10.1016/j.conbuildmat.2012.11.003 ↗
15. The strength of alkali-activated slag/fly ash mortar blends at ambient temperature10.1016/j.proeng.2015.11.095 ↗
16. Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash10.1016/j.cemconcomp.2013.09.006 ↗
17. Hydration kinetics in hybrid binders: early reaction stages10.1016/j.cemconcomp.2013.03.025 ↗
18. Microcracking and strength development of alkali activated slag concrete10.1016/S0958-9465(01)00003-8 ↗
19. The effects of inorganic salt contamination on the strength and durability of geopolymers10.1016/S0927-7757(02)00239-X ↗
20. Effects of sodium hydroxide and sodium silicate solutions on compressive and shear bond strengths of FA–GGBS geopolymer10.1016/j.conbuildmat.2015.05.001 ↗
21. Incorporation of waste glass as an activator in class-C fly ash/GGBS based alkali activated material10.3390/ma13173906 ↗
22. Effect of alkalis on fresh C–S–H gels. FTIR analysis10.1016/j.cemconres.2009.01.003 ↗
23. Development of greener alkali-activated cement: utilisation of sodium carbonate for activating slag and fly ash mixtures10.1016/j.jclepro.2015.12.010 ↗
24. NaOH-activated ground fly ash geopolymer cured at ambient temperature10.1016/j.fuel.2011.01.018 ↗
25. Mechanical and durability properties of fly ash geopolymer concrete containing recycled coarse aggregates10.1016/j.ijsbe.2016.05.009 ↗
26. Sustainable one-part geopolymer foams with glass fines versus sand as aggregates10.1016/j.conbuildmat.2018.03.120 ↗
27. Microstructure and mechanical properties of FA/GGBS-based geopolymer10.1051/matecconf/201819501013 ↗
28. Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash10.1016/j.cemconcomp.2013.09.006 ↗
29. Overview of potential of urban waste glass as a cementitious material in alternative chemically activated binders
30. Waste glass as a precursor in alkaline activation: chemical process and hydration products10.1016/j.conbuildmat.2017.02.071 ↗
31. High strength geopolymer binder based on waste-glass powder10.1016/j.apt.2016.09.034 ↗
32. Microstructure, strength, and moisture stability of alkali activated glass powder-based binders10.1016/j.cemconcomp.2013.09.011 ↗
33. Waste glass powder-based alkali-activated mortar10.15623/ijret.2014.0325006 ↗
34. Waste glass as binder in alkali activated slag–fly ash mortars10.1617/s11527-019-1404-3 ↗
35. Waste glass in the geopolymer preparation. Mechanical and microstructural characterisation10.1016/j.jclepro.2014.11.074 ↗
36. 2014 · 14
37. Use of glass waste as an activator in the preparation of alkali-activated slag. Mechanical strength and paste characterisation10.1016/j.cemconres.2013.12.005 ↗
38. Ambient-cured geopolymer mortars prepared with waste-based sands: mechanical and durability-related properties and microstructure10.1016/j.compositesb.2018.12.057 ↗
39. Evaluation of glass powder-based geopolymer stabilized road bases containing recycled waste glass aggregate10.1177/0361198119898695 ↗
40. Reuse of waste glass as a supplementary binder and aggregate for sustainable cement-based construction materials: a review10.1016/j.jobe.2019.101052 ↗
41. Recycled glass as a partial replacement for fine aggregate in structural concrete–effects on compressive strength10.56748/ejse.141951 ↗
42. Astm · 2016
43. Astm · 2018
44. Abdallah · 2011
45. Degradation modelling of concrete submitted to sulfuric acid attack10.1016/j.cemconres.2013.08.002 ↗
46. Impact of sodium sulfate solution on mechanical properties and structure of fly ash based geopolymers10.1617/s11527-014-0325-4 ↗
47. Effect of curing on water permeability of concretes prepared with normal portland cement and with slag and silica fume10.1680/macr.1997.49.180.167 ↗
48. Effect of curing age on the compressive strength of concrete made from local granite chippings
49. Massazza · 1998 · 471
50. Physical properties and reactivity of pozzolans, and their influence on the properties of lime–pozzolan pastes10.1617/s11527-010-9689-2 ↗
51. Hydration of alkali-activated ground granulated blast furnace slag10.1023/A:1004742027117 ↗
52. The effect of ionic contaminants on the early-age properties of alkali-activated fly ash-based cements10.1016/S0008-8846(01)00724-4 ↗
53. Effects of combined usage of GGBS and fly ash on workability and mechanical properties of alkali activated geopolymer concrete with recycled aggregate10.1016/j.compositesb.2018.11.067 ↗
54. Effect of hydration and carbonation progress on the porosity and permeability of cement pastes10.3390/ma12010192 ↗
55. Evaluation of mechanical properties and alkali-silica reaction of high strength mortar using waste glass sand
56. Compatibility studies between nash and cash gels. Study in the ternary diagram Na2O–CaO–AL2O3–sio2–H2O10.1016/j.cemconres.2011.05.006 ↗
57. Influence of waste glass on the microstructure and strength of inorganic polymers10.1016/j.ceramint.2015.07.160 ↗
58. Use of waste glass as sand in mortar: Part I – fresh, mechanical and durability properties10.1016/j.cemconcomp.2012.08.028 ↗
59. Experimental study of si–al substitution in calcium-silicate-hydrate (csh) prepared under equilibrium conditions10.1016/j.cemconres.2009.05.001 ↗
60. Geopolymerisation of australian slag with effective dissolution by the alkali
61. Dissolution of waste glasses in high alkaline solutions
62. Alexander · 2013
63. The durability of alkali-activated materials in comparison with ordinary portland cements and concretes: a review10.1016/j.eng.2019.08.019 ↗
64. Importance of cation species during sulfate resistance tests for alkali-activated FA/GGBFS blended mortars10.3390/ma12213547 ↗
65. Durability of geopolymer materials in sodium and magnesium sulfate solutions10.1016/j.cemconres.2004.09.002 ↗
66. Fly ash slag geopolymer concrete: resistance to sodium and magnesium sulfate attack10.1061/(ASCE)MT.1943-5533.0001618 ↗
67. Pacheco-Torgal · 2014
68. External sulfate attack on alkali-activated slag10.1016/j.conbuildmat.2013.08.013 ↗
69. The resistance of alkali-activated cement-based binders to carbonation
70. Strength and resistance to sulfate and sulfuric acid of ground fluidized bed combustion fly ash–silica fume alkali-activated composite10.1016/j.apt.2014.02.007 ↗
71. Microstructural changes in alkali activated fly ash/slag geopolymers with sulfate exposure10.1617/s11527-012-9906-2 ↗
72. Strength, pore structure and permeability of alkali-activated slag mortars10.1016/S0008-8846(96)00174-3 ↗
73. Behavior of blended cement mortars exposed to sulfate solutions cycling in relative humidity10.1016/j.cemconres.2004.05.032 ↗
74. Sulfuric acid resistance of one-part alkali-activated mortars10.1016/j.cemconres.2018.04.009 ↗
75. Durability of geopolymer mortar based on waste-glass powder and calcium aluminate cement in acid solutions10.1061/(ASCE)MT.1943-5533.0002053 ↗
76. Scrivener · 1997
77. Resistance of self-consolidating concrete to sulfuric acid attack with consecutive ph reduction10.1016/j.cemconres.2007.04.014 ↗
78. Effect of slag content and activator dosage on the resistance of fly ash geopolymer binders to sulfuric acid attack10.1016/j.cemconres.2018.06.011 ↗
79. Resistance of alkali-activated slag concrete to acid attack10.1016/S0008-8846(03)00125-X ↗
80. Resistance of different types of concrete mixtures to sulfuric acid10.1007/BF02479618 ↗