Investigation of Some Technical Properties of Recycled Materials

Rajesh Kumar Jain
Rajesh Kumar Jain
Sai Nath University

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Investigation of Some Technical Properties of Recycled Materials

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Abstract

The use of aggregates with different grades could have significant influence on workability and strength of concrete. A lower percentage of AIV indicates tougher and stronger aggregates. RA density is slightly lower than that of NA, probably because of the presence of impurities and old cement paste. Water absorption in RA ranges from 3-12% for coarse and fine fractions; this value is much higher than that of the natural aggregate for which the absorption is about 0.5-1.0%. The substitution of PFA and RGD to partially replace cement improves and maintains, and at the very least did not adversely influence, the workability of RAC-SCC. Compressive strengths of RAC achieved higher strength with age reaching after 90 days. NAC and RAC concrete mixes with 30% PFA as a substitute for the cement exhibited substantial increase of strength at later, tensile and flexural strengths at 28 days of NAC-SCC-0.9SP (Mix 3) were relatively enhanced. The increased strengths were most likely due to the enhanced matrix of the concrete. The lower w/c ratio’s influence clearly appeared in SCC without cement substitution; the compressive of strengths, particularly the tensile strength, was observed when 30% of the cement was replaced by PFA compared to all other mixes, the 90 day compressive strengths were less than the target mean strength. Bleeding due to use of RA is generally similar to that of natural aggregates. An internal friction angle (φ) of 48.8˚ and an apparent cohesion (c) of 41.1 kPa were corresponded to the Mohr Coulomb failure envelope of crushed brick sample sourced from site 1. Similarly, an internal friction angle (φ ) of 44.6˚ and a n apparent cohesion (c) of 65.5 kPa were corresponded to the crushed brick sample sourced from site 2.

References

70 Cites in Article
  1. (2007). Eleventh Five Year Plan.
  2. (2009). Audio Production Magazines.
  3. Wenge Wei,David Watkins, Jr. (2009). Probabilistic Streamflow Forecasts Based on Hydrologic Persistence in Central Texas.
  4. Wrap (2007). Performance related approach to use of recycled aggregate.
  5. R Dhir (2001). Resolving application issues with the use of recycled concrete aggregate.
  6. (2002). Concrete. Complementary British Standard to BS EN 206-1Specification for constituent materials and concrete.
  7. M Mulheron (1988). The recycling of demolition debris: current practice, products and standards in the United Kingdom.
  8. A Horvath (2004). Construction Materials and the Environment.
  9. Dean Gerstein (2006). "A compilation of gambling-related resources available online," and the Alberta Gaming Research Institute, <ext-link xmlns:xlink="http://www.w3.org/1999/xlink" ext-link-type="url" xlink:href="http://www.abgaminginstitute.ualberta.ca/">http://www.abgaminginstitute.ualberta.ca/</ext-link> (last accessed May 30, 2007).
  10. O Kayali (2008). Fly ash lightweight aggregates in high performance concrete.
  11. M Higuchi (1998). State of the art report on manufacturing of self-compacting concrete.
  12. H Okamura,M Ouchi (1999). Self-compacting concrete: development, present use and future.
  13. P Domone,P Jin (1999). Properties of mortar for self-compacting concrete.
  14. P Domone (2006). Self-compacting concrete: an analysis of 11 years of case studies.
  15. S Noguchi,F Tomosawa (1999). Rheological approach to passing ability between reinforcing bars of self-compacting concrete.
  16. H Saak,S Shaf (1999). Characterization of the rheological properties of cement paste for use in self-compacting concrete.
  17. C Ferraris,L Brower,C Ozyildirim,J Daczko (2000). Workability of self-compacting con -crete.
  18. Nan Su,Kung-Chung Hsu,His-Wen Chai (2001). A simple mix design method for self-compacting concrete.
  19. D Ho,A Sheinn,C Ng,C Tam (2002). The use of quarry dust for SCC applications.
  20. Burak Felekoglu,B Baradan (2003). Utilisation of high volumes of limestone quarry wastes in concrete industry (self-compacting concrete case).
  21. Burak Felekoğlu,Kamile Tosun,Bülent Baradan,Akın Altun,Bahadır Uyulgan (2006). The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars.
  22. D Hughes (2002). Self-compacting concrete: case studies show benefits to precast concrete producers.
  23. B Topcu,A Ugurlu (2003). Effect of use of mineral filler on the properties of concrete.
  24. Y Xie,B Liu,J Yin,S Zhou (2002). Optimum mix parameters of high-strength self-compacting concrete with ultrapulverized fly ash.
  25. Wenzhong Zhu,John Gibbs (2005). Use of different limestone and chalk powders in self-compacting concrete.
  26. Ş Mustafa,A Heru,Ö İsmail (2006). The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars.
  27. F Burak (2007). Utilisation of high volumes of limestone quarry waste in concrete industry: selfcompacting concrete case.
  28. A Nuno,J Branco,R José (2007). Highperformance concrete with recycled stone slurry.
  29. A Tayyeb,A Shazim,O Humayun (2009). Production of low cost self compacting concrete using bagasse ash.
  30. E Kiyoshi,T Kohji,N Akira,K Hitoshi,S Kimihiko,N Masafumi (2007). Application of recycled coarse aggregate by mixture to concrete construction.
  31. A Buck (1977). Recycled Concrete as a Source of Aggregate.
  32. R Collins (1993). Reuse of demolition materials in relation to specifications in the UK. Demolition and reuse of concrete and masonry: guidelines for demolition and reuse of concrete and masonry.
  33. N Bairagi,Kishore Ravande,V Pareek (1993). Behaviour of concrete with different proportions of natural and recycled aggregates.
  34. W Vivian,C Tam (2007). Crushed aggregate production from centralized combined and individual waste sources in Hong Kong.
  35. (2005). Fly ash for concrete -Part 1: Definition, specifications and conformity criteria. Civil BS EN Standard Specification -nightcap79.
  36. (2005). Evaluation of conformity of fly ash for concrete. Guidelines for the application of EN 450-2.
  37. (1995). Testing aggregates.
  38. (1990). Determination of aggregate impact value (dry / soaked).
  39. Tony Angell (1986). In Memoriam: Frank Richardson, 1913-1985.
  40. (1985). Testing aggregates. Method for determination of particle size distribution Sieve tests.
  41. (1986). Specification for test sieves.
  42. (1983). Specification for aggregates from natural sources for concrete.
  43. (1990). Methods of test for soils for civil engineering purposes General requirements and sample preparation.
  44. (2005). Methods of testing cement.
  45. (2006). Unknown Title.
  46. (2008). Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle.
  47. (1995). A Resolution of the AASHTO Highway Subcommittee on Bridges and Structures.
  48. A Sofiane (2006). Setting time determination of cementitious materials based on measurements of the hydraulic pressure variations.
  49. (2000). Testing fresh concrete Sampling.
  50. (2000). Testing fresh concrete Slump test.
  51. (2010). Concrete Additional rules for self-compacting concrete (SCC).
  52. (2001). Testing fresh concrete, parts 8 to 12.
  53. T Hansen,H Narud (1983). Strength of recycled concrete made from crushed concrete coarse aggregate.
  54. M Etxeberria,E Vázquez,A Marí,M Barra (2007). Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete.
  55. T Bashar,N Ghassan (2008). Properties of concrete contains mixed colour waste recycled glass as sand cement replacement.
  56. (1992). Specification for aggregates from natural sources for concrete.
  57. P Mehta,P Aïtcin (1990). Principles underlying production of high performance concrete.
  58. J Illston,P Domone (2001). Construction Materials.
  59. D Turcotte (1993). Fractals and chaos in geology and geophysics.
  60. T Hansen,H Narud (1992). Recycling of Demolished Concrete and Masonry.
  61. R Akash,J Kumar,S Misra (2007). Use of aggregates from recycled construction and demolition waste in concrete.
  62. Bre (1992). Design of normal concrete mixes.
  63. J Dae,Y Han (2002). Effect of pore size distribution on the qualities of recycled aggregate concrete.
  64. T Hansen,H Narud (1983). Strength of recycled concrete made from crushed concrete coarse aggregate.
  65. T Hansen (1996). Recycled aggregate and recycled aggregate concrete. Second state-of-theart report developments 1945-1985.
  66. Fouad Khalaf,Alan Devenny (2004). Recycling of Demolished Masonry Rubble as Coarse Aggregate in Concrete: Review.
  67. R Dhir (1998). Recycled concrete aggregate for use in BS 5328 designated mixes.
  68. W Fong,S Jaime (2002). Production and application of recycled aggregates.
  69. R Tarun,S Shiw,S Singh,M Hossain (1996). Enhancement in mechanical properties of concrete.
  70. R Holtz,W Kovacs (1981). Introduction.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Rajesh Kumar Jain. 2015. \u201cInvestigation of Some Technical Properties of Recycled Materials\u201d. Global Journal of Research in Engineering - J: General Engineering GJRE-J Volume 14 (GJRE Volume 14 Issue J7).

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date
December 31, 2015

Language
en
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Investigation of Some Technical Properties of Recycled Materials

Rajesh Kumar Jain
Rajesh Kumar Jain <p>Sai Nath University</p>

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