Open Access
Issue
MATEC Web Conf.
Volume 66, 2016
The 4th International Building Control Conference 2016 (IBCC 2016)
Article Number 00034
Number of page(s) 8
DOI https://doi.org/10.1051/matecconf/20166600034
Published online 13 July 2016
  1. Van Oss, H. G. (2013). Cement. US Geological Survey. [Google Scholar]
  2. Shafigh, P.; Jumaat, M.Z.; and Mahmud, H. (2010). Mix design and mechanical properties of oil palm shell lightweight aggregate concrete: A review. International journal of the physical sciences, 5(14), 2127–2134. [Google Scholar]
  3. Troxell, G., Raphael, J., & Davis, R. (1958). Long-time creep and shrinkage tests of plain and reinforced concrete. Paper presented at the ASTM Proceedings. [Google Scholar]
  4. British Standard. (1881). BS 1881: 102: Methods for determination of slump: BS. [Google Scholar]
  5. Neville, A.M. (2008). Properties of Concrete, fourteenth ed. CTP-VVP, Malaysia. [Google Scholar]
  6. Meyer, C. (2009). The greening of the concrete industry. Cement and Concrete Composites, 31(8), 601–605. [Google Scholar]
  7. Mahmud, H. (1999). Engineering properties of fly ash concrete. [Google Scholar]
  8. Manz, O. (1997). Worldwide production of coal ash and utilization in concrete and other products. Fuel, 76(8), 691–696. [CrossRef] [Google Scholar]
  9. Kim, H., & Lee, H. (2011). Use of power plant bottom ash as fine and coarse aggregates in high-strength concrete. Construction and Building Materials, 25(2), 1115–1122. [Google Scholar]
  10. Kanadasan, J., & Razak, H. A. (2014). Mix design for self-compacting palm oil clinker concrete based on particle packing. Materials & Design, 56, 9–19. [Google Scholar]
  11. ASTM. (1958). C 125” Definition of Terms Relating to Concrete and Concrete Aggregates,” 1958 Book of ASTM Standards. Part, 4, 588. [Google Scholar]
  12. Khasreen, M. M., Banfill, P. F., & Menzies, G. F. (2009). Life-cycle assessment and the environmental impact of buildings: a review. Sustainability, 1(3), 674–701. [Google Scholar]
  13. Abdullahi, M., Al-Mattarneh, H., Hassan, A. A., Hassan, M., & Mohammed, B. (2008). Trial mix design methodology for Palm Oil Clinker (POC) concrete. [Google Scholar]
  14. Binti Robani, R., & Chan, C. (2009). Reusing Soft Soils with Cement-Palm Oil Clinker (Poc) Stabilisation. Paper presented at the International Conference on Engineering and Education in the 21st Century. [Google Scholar]
  15. MS29. (1995). Specification for coarse and fine aggregate in concrete MalaysiaStandard29: SIRIM, MS. [Google Scholar]
  16. ASTM. (2014). Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate ASTM D2419–14. [Google Scholar]
  17. MS30:Part2. (1995). Specification for Fine aggregates in concrete: SIRIM, MS. [Google Scholar]
  18. ASTM Standard. (2006). C136-06, 2006, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” ASTM International, West Conshohocken, PA. [Google Scholar]
  19. British Standard. (1985). 8110: Part 1, Structural use of concrete–code of practice for design and construction. British Standards Institute, London UK, 3–8. [Google Scholar]
  20. MS522. (2007). Compositions, specifications and conformity criteria for common cements, Malaysia Standard. [Google Scholar]
  21. Sika. (2012). Superplasticizers. Water Reducers (High Range). From http://mys.sika.com/en/solutions_products/02/02a001/02a001sa03/02a001sa03100/02a001sa03109.html [Google Scholar]
  22. ACI Committee. (1991). Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (ACI 211.1–91). Paper presented at the American Concrete Institute. [Google Scholar]
  23. Abdullahi, M., Al-Mattarneh, H., & Mohammed, B. (2010). Characterisation of Palm Oil Clinker Aggregate. International Journal of Applied Engineering Research, 5(16). [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.