Green and durable mortar produced with milled waste glass
Source abstract
Abstract
The concept of using milled waste glass as partial replacement for cement in cement paste and mortar was investigated to reduce the adverse environmental and energy impacts of cement and cement-based products. Based on the experimental investigations it was found that waste glass, when milled to micro-scale particle size, undergoes pozzolanic reaction with cement hydrates. These reactions bring about favourable changes in the structure, including pore system characteristics of the hydrated cement paste and mortar. Use of milled waste glass, as partial replacement of cement, produced significant gains in the resistance to moisture sorption, chemical stability and improvement in microstructure of the cementitious materials. Milled waste glass was also found to suppress alkali–silica reactions. Unlike normal pozzolanic reactions, those involving glass do not reduce the alkalinity of cement paste; this is favourable to the chemical stability of cement-based materials and the protection of reinforcing steel against corrosion in concrete.alues derived using available design codes.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production · Building materials and conservation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Research Associate, Civil and Environmental Engineering Department, Michigan State University, USA
Professor, Civil and Environmental Engineering at Michigan State University, USA
References (47)
Show source-provided references
1. 10.1016/j.wasman.2007.03.00310.1016/j.wasman.2007.03.003 ↗
2. ASTM (American Society for Testing and Materials) · 2006
3. ASTM · 2007
4. ASTM · 2007
5. 10.1016/j.conbuildmat.2009.02.01110.1016/j.conbuildmat.2009.02.011 ↗
6. Byars EA · Concrete · 2004 · 38 · 41
7. Dhir RK · 2004 · 1
8. Dhir RK · Materials and Structures/Matériaux et Constructions · 2009 · 42 · 1451
9. Dyer TD · 2001 · 157
10. 10.1061/(ASCE)0899-1561(2001)13:6(412)10.1061/(ASCE)0899-1561(2001)13:6(412) ↗
11. EPA (Environmental Protection Agency) · 2009
12. EPA · 2010
13. Feldman RF · 1981 · 124
14. 10.1016/j.cemconres.2004.01.02110.1016/j.cemconres.2004.01.021 ↗
15. 10.1016/0360-1323(80)90015-310.1016/0360-1323(80)90015-3 ↗
16. 10.1680/macr.1989.41.147.5110.1680/macr.1989.41.147.51 ↗
17. 10.1061/(ASCE)0899-1561(2007)19:5(367)10.1061/(ASCE)0899-1561(2007)19:5(367) ↗
18. Jin W . Alkali–silica Reaction in Concrete with Glass Aggregate: A Chemo-physico-mechanical Approach. PhD thesis, 1998, Columbia University, USA.
19. Jin W · ACI Materials Journal · 2000 · 97 · 208
20. Johnston CD · Journal of Testing and Evaluation · 1974 · 2 · 34410.1520/JTE10117J ↗
21. Kou SC · 2004 · 189
22. Kou SC · Materials and Structures/Matériaux et Constructions · 2008 · 41 · 1191
23. 10.1061/(ASCE)0899-1561(2007)19:10(906)10.1061/(ASCE)0899-1561(2007)19:10(906) ↗
24. Malhotra VM · 2000
25. Malhotra VM · 1996
26. Malhotra VM · 2002
27. Manmohan D · Cement, Concrete, and Aggregates · 1981 · 3 · 6310.1520/CCA10203J ↗
28. Mehta PK · Concrete International · 2009 · 31 · 45
29. Mehta PK · 2006
30. Meyer C · 1996 · 1388
31. Meyer C · 2001
32. Mindess S · 2003
33. Naik TR · 1999 · 826
34. 10.1061/(ASCE)1084-0680(2008)13:2(98)10.1061/(ASCE)1084-0680(2008)13:2(98) ↗
35. Neville AM · 2000
36. 10.1097/00010694-195709000-0001010.1097/00010694-195709000-00010 ↗
37. 10.1016/j.cemconres.2003.09.01710.1016/j.cemconres.2003.09.017 ↗
38. Shao Y · 2001
39. 10.1016/S0008-8846(03)00251-510.1016/S0008-8846(03)00251-5 ↗
40. 10.1016/j.cemconres.2005.12.01210.1016/j.cemconres.2005.12.012 ↗
41. Taylor HFW · 1990
42. USGS (US Geographical Survey) · 2005
43. USGS · 2008
44. Van Oss HG · Journal of Industrial Ecology · 2003 · 7 · 9310.1162/108819803766729212 ↗
45. World Energy Council · 1995
46. 10.1146/annurev.energy.26.1.30310.1146/annurev.energy.26.1.303 ↗
47. Zhu H · Concrete · 2005 · 39 · 41