Effects of different kinds of recycled fine aggregate on properties of rendering mortar

Journal of Sustainable Cement-Based Materials

Volumn 2, Issue 1, 2013, Pages 43-57

  Kou, Shi Cong ^a,b   Poon, Chi Sun ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b SHENZHEN UNIVERSITY   (China)

Author keywords

Mechanical properties; Recycled fine aggregate; Rendering mortar; Triplet test

Indexed keywords

EID: 85007863475     PISSN: 21650373     EISSN: 21650381     Source Type: Journal    
DOI: 10.1080/21650373.2013.766400     Document Type: Article

References (30)

1. Civil Engineering and Development Department (CEDD), HKSAR. Statistic on generation of C&D material; 2009.
2. Chini AR, Kuo SS, Armaghani JM, Duxbury JP. Test of recycled concrete aggregate in accelerated test track. J. Transp. Eng. 2001;127:486-492.
3. Park T. Application of construction and building debris as base and subbase materials in rigid pavement. J. Transp. Eng. 2003;129:558-563.
4. Nataatmadja A, Tan YL. Resilient response of recycled concrete road aggregates. J. Transp. Eng. 2001;127: 450-453.
5. Molenaar AAA, van Niekerk AA. Effects of gradation, composition, and degree of compaction on the mechanical characteristics of recycled unbound materials. Transp. Res. Rec. 2002;1787: 73-82.
6. Hansen TC, Angelo JW. Crushed concrete fines recycled for soil modification purposes. ACI J. 1986;83: 983-987.
7. Hansen TC. Recycling of demolished concrete and masonry: RILEM TC 37- DRC-demolition and reuse of concrete. London: E and FN Spon; 1992.
8. Dhir RK, Henderson NA, Limbachiya MC. Use of recycled concrete aggregate. London: Thomas Telford; 1998.
9. Khatib JM. Properties of concrete incorporating fine recycled aggregate. Cem. Concr. Res. 2005;35:763-769.
10. Kou, Shi-cong, Poon, Chi-sun. Enhancing durability properties of concrete Prepared with coarse recycled aggregate, Construction and Building Materials, 2012 Oct;35:69-76.
11. Evangelista L, de Brito J. Mechanical behaviour of concrete made with fine recycled concrete aggregates. Cement Concr. Compos. 2007;29:397-401.
12. Kou SC, Poon CS. Properties of self- compacting concrete prepared with coarse and fine recycled concrete aggregates. Cement Concr. Compos. 2009;31:622-627.
13. Poon CS, Kou SC, Lam L. Use of recycled aggregates in molded concrete bricks and blocks. Constr. Build. Mater. 2002;16:281-289.
14. Poon CS, Chan D. Feasible use of recycled concrete aggregates and crushed clay brickas unbound road subbase. Constr. Build. Mater. 2006;20: 578-585.
15. Corinaldesi V, Giuggiolini M, Moriconi G. Use of rubble from building demolition in mortars. Waste Manage. (Oxford) 2002;22:893-899.
16. Moriconi G, Corinaldesi V, Antonucci R. Environmentally-friendly mortars: A way to improve bond between mortar and brick. Mater. Struct. 2003;36: 702-708.
17. Corinaldesi V, Giacomo M. Behaviour of cementitious mortars containing different kinds of recycled aggregate. Constr. Build. Mater. 2009;23:289-294.
18. Corinaldesi V. Mechanical behavior of masonry assemblages manufactured with recycled-aggregate mortars. Cement Con- cr. Compos. 2009;31:505-510.
19. Hwang EH, Young SK, Jeon JK. Effect of polymer cement modifiers on mechanical and physical properties of polymer- modified mortar using recycled waste concrete fine aggregate. J. Ind. Eng. Chem., Vol. 13, No. 3, (2007) 387-394.
20. Mesbah HA, Buyle-Bodin F. Efficiency of polypropylene and metallic fibres on control of shrinkage and cracking of recycled aggregate mortars. Constr. Build. Mater. 1999;13:439-447.
21. BS EN 1015-9. Part 9: Determination of workable life and correction time of fresh mortar; 1999.
22. ISO 15148. (E) Hygrothermal performance of building materials and products-determination of water absorption coefficient by partial immersion; 2002.
23. Cabrera JG, Lynsdale CJ. A new gas permeameter for measuring the permeability of mortar and concrete. Mag. Concr. Res. 1988;40:177-182.
24. Gaafar BA. The effect of environmental curing conditions on the gas and water permeability of concrete [PhD Thesis]. Leeds: University of Leeds; 1995.
25. BS EN 1015-11. Part 11: Determination of flexural and compressive strength of harden mortar; 1999.
26. Ente nazionale di unificazione. UNI EN 1015-3. Methods of test for mortar for masonry - Part 3: Determination of consistence of fresh mortar (by flow table); 2004.
27. McGinley WM. IRA and the flexural bond strength of clay brick masonry. Masonry: Components to assemblages, ASTM special technical publication no 1063, Philadelphia: ASTM; 1990. p. 217-234.
28. Robinson GC. Adhesion mechanisms in masonry. Am. Ceram. Soc. Bull. 1996;75:81-86.
29. Brocken HJP, Spiekman ME, Pel L, Kop- inga K, Larbi JA. Water extraction out of mortar during brick laying: A NMR study. Mater. Struct. 1998;31:49-57.
30. Poon CS, Lam CS. The effect of aggregate-to-cement ratio and types of aggregates on the properties of pre-cast concrete blocks. Cem. Concr. Compos. 2008;30:283-289.