EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 17 (2014) MATEC Web of Conferences, 17 (2014) 01016 References
Open Access
Issue
MATEC Web of Conferences
Volume 17, 2014
Advanced Green Material and Technology Symposium (AGMTS 2014)
Article Number 01016
Number of page(s) 9
DOI https://doi.org/10.1051/matecconf/20141701016
Published online 02 September 2014
  1. Abdullahi M. (2006) Characteristics of wood ash/OPC concrete. Leonardo Electronic J Pract Technol, 8, p. 9–16. [Google Scholar]
  2. Azzam, W. R. (2014) Utilization of Polymer Stabilization for Improvement of Clay Microstructures. Applied Clay Science. [Google Scholar]
  3. Bell, F. G. (1995) Cement Stabilization and Clay Soils, with examples. Environmental and Engineering Geoscience, 1(2), p. 139–151. [Google Scholar]
  4. Cai, Y., Shi, B., Ng, C. W. W., & Tang, C. (2006) Effect of Polypropylene Fibre and Lime Admixture on Engineering Properties of Clayey Soil. Engineering Geology, 87, p. 230–240. [CrossRef] [Google Scholar]
  5. Cheah C. B. & Ramli, M. (2011) The Implementation of Wood Waste Ash as a Partial Cement Replacement Material in the Production of Structural Grade Concrete and Mortar: An overview. Resources Conservation and Recycling, 55(7), p. 669–685. [CrossRef] [Google Scholar]
  6. Chen, L. & Lin, D. (2009) Stabilization Treatment of Soft Subgrade Soil by Sewage Sludge Ash and Cement. Journal of Hazardous Material, 162, p. 321–327. [CrossRef] [Google Scholar]
  7. Cristelo, N., Glendinning, S., Fernandes, L., & Pinto, A. T. (2012) Effect of Calcium Content on Soil Stabilization with Alkaline Activation. Construction and Building Materials, 29, p. 167–174. [Google Scholar]
  8. Dermatas, D., & Meng, X. G. (2003) Utilization of Fly Ash for Stabilization Solidification of Heavy Metal Contaminated Soils. Engineering Geology, 70, p. 377–394. [Google Scholar]
  9. Duxson, P., Fernandez-Jimenez, A., Provis, J. L., Lukey, G. C., Palomo, A., & Van Deventer, J. S. J. (2007) Geopolymer Technology: The Current State of the Art. Journal of Material Science, 42, p. 2917–2933. [Google Scholar]
  10. Fauzi, A., Fauzi, U. J., & Rahman, W. M. N. W. A. (2013) Engineering Quality Improvement of Kuantan Clay Subgrade using Recycling and Reused Materials as Stabilizer. Procedia Engineering, 54, p. 675–689. [Google Scholar]
  11. Ferone, C., Roviello, G., Colangelo, F., Cioffi, R., & Tarallo, O. (2013) Novel Hybrid Organic-Geopolymer Materials. Applied Clay Science, 73, p. 42–50. [Google Scholar]
  12. Habert, G., d’Espinose de Lacaillerie, J. B., & Roussel, N. (2011) An Environmental Evaluation of Gopolymer based Concrete Production: Reviewing current research trends. Journal of Cleaner Production, 19, p. 1229–1238. [Google Scholar]
  13. Komnitsas, K. (2011) Potential of Geopolymer Technology towards Green Buildings and Sustainable Cities. Procedia Engineering, 21, p. 1023–1032. [CrossRef] [Google Scholar]
  14. Lahalih, S. M., & Ahmed, N. (1998) Effect of New Stabilizers on the Compressive Strength of Dune Sand. Construction Building Materials, 12, p. 321–328. [Google Scholar]
  15. Mckinley, J. D., Thomas, H. R., Williams, K. P., & Reid, J. M. (2001) Chemical Analysis of Contaminated Soil Strengthened by the Addition of Lime. Engineering Geology, 60, p. 181–192. [Google Scholar]
  16. Nalbantoglu, Z. (2004) Effectiveness of Class C Fly Ash as an Expansive Soil Stabilizer. Construction and Building Materials, 18, p. 377–381. [Google Scholar]
  17. Naik TR. (1999) Tests of wood ash as a potential source for construction materials. Report No. CBU-1999-09. Milwaukee: UWMCenterfor By-Products Utilization. Department of Civil Engineering and Mechanics, University of Wisconsin-Milwaukee, p. 61. [Google Scholar]
  18. Naik, T. R, & Kraus, R. N (2003) Use of wood ash for the production of structural concrete: CLSM, UWM Center for By-Products Utilization. College of Engineering and Applied Science, University of Wisconsin-Milwaukee, CBU, p. 31. [Google Scholar]
  19. Ouhadi, V. R., & Goordarzi, A. R. (2006) Assessment of the Stability of a Dispersive Soil Treated by Aluminum. Engineering Geology, 85, p. 91–101. [CrossRef] [Google Scholar]
  20. Peter, T. M., & Little, D. N. (2002) Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures: History, Practice and Future. Journal of Materials in Civil Engineering, 14(6),p. 447–460. [Google Scholar]
  21. Provis, J. L., Duxon, P., & van Deventer, J. S. J. (2010) The Role of Particle Technology in Developing Sustainable Construction Materials. Advanced Powder Technology, 21, p. 2–7. [CrossRef] [Google Scholar]
  22. Theng, B. K. G. (1982) Clay-polymer Interactions: Summary and Perspectives. Clays Miner, 30, p. 1–10. [Google Scholar]
  23. Zhou, Y., & Watts, D. (1999) Current Development of Slope Eco Engineering Principle and Application in Europe and America. Journal of Soil Water Conservation, 5, p. 79–83. [Google Scholar]
  24. Zhu, Z., & Liu, S. (2008) Utilization of a New Stabilizer for Silt Subgrade. Engineering Geology, 97, p. 192–198. [CrossRef] [Google Scholar]
  25. Babulal, V. (2013) Jittery Over Mudflow in Bukit Gasing. News Straits Times, October 12. [Google Scholar]
  26. Harun, H. N. (2012) Public Urged to Help Prevent Landslides. News Straits Times, November 17. [Google Scholar]
  27. Nokman, F., S. (2012) Setiawangsa Landslide: Risk Assessment Study Needed says Geologist. News Straits Times, December 30. [Google Scholar]
  28. Shela, S. P., & Nokman, F. S. (2013) Consultant to Inspect Hill Slopes. News Straits Times, January, 3. [Google Scholar]
  29. Shela, S. P. (2014) Mahameru Landslide: Concrete Barriers to be Installed at Hill Slope. News Straits Times, January 7. [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.