Open Access
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 13003
Number of page(s) 6
Section Environmental Geotechnics (Joint TC106-TC215 Session)
Published online 12 September 2016
  1. K. S. S. Rao, S. M. Rao, S. Gangadhara, Swelling Behavior of a Desiccated Clay. Geotechnical Testing Journal 23(2): 193–198 (2000) [CrossRef] [Google Scholar]
  2. F. H. Chen, G. S. Ma, Swelling and shrinkage behavior of expansive clays. Proceedings 6th International Conference on Expansive Soils, vol. 1, New Delhi, India, pp. 127–129 (1987) [Google Scholar]
  3. R. W. Day, Swell-Shrink Behavior of Compacted Clay, Journal of Geotechnical Engineering, ASCE, 120(3), pp. 618–623 (1994) [CrossRef] [Google Scholar]
  4. F. H. Chen, Foundations on Expansive Soils, second ed. Elsevier, New York (1988) [Google Scholar]
  5. P. T. Sherwood, State of the art review- Soil Stabilization with Cement and Lime, HMSO publication, London (1993) [Google Scholar]
  6. K.S. Gandhi, Stabilization of expansive soil of Surat region using rice husk ash and marble dust. International Journal of Current Engineering and Technology. vol. 3, No. 4, pp. 1516–1521 (2013) [Google Scholar]
  7. V. Agrawal, M. Gupta, Expansive soil stabilization using marble dust. International Journal of Earth Sciences and Engineering, vol. 4, No. 6, pp. 59–62 (2011) [Google Scholar]
  8. R. S. Abdulla, N.N. Majeed, Some physical properties treatment of expansive soil using marble waste powder. International Journal of Engineering Research & Technology. Vol. 3 (1), pp. 591–600 (2014) [Google Scholar]
  9. Ö. Çimen, S. N. Keskin, S. Seven, E. Erişkin, D. Güllü, The effect of waste marble pieces on swelling pressure at compacted clay. Fourth Geotechnical Symposium, (in Turkish), Çukurova University, December 1-2, pp 206–211, Adana, Turkey (2011) [Google Scholar]
  10. A. K. Sabat, R. P. Nanda, Effect of marble dust on strength and durability of rice husk ash stabilised expansive soil. International Journal of Civil and Structural Enginering vol. 1, No. 4, pp. 939–948 (2011) [Google Scholar]
  11. O. Başer, E. Çokça, Stabilization of Expansive Soils Using Waste Marble Dust. 13th National Conference on Soil Mechanics and Foundation Engineering, September 30-October 1, vol. 1, (in Turkish), pp. 143–152, Istanbul, Turkey (2010) [Google Scholar]
  12. I. Zorluer, M. Usta, Stabilization of Soils by Waste Marble Dust. Fourth National Marble Symposium, December 2003, pp. 305–311 (in Turkish), Afyon, Turkey (2003) [Google Scholar]
  13. T. Cömert, S. Fırat, G. Yımaz, M. Sümer, Reuse of fly ash, marble dust and disposal sand for road subbase fill. 13th National Conference on Soil Mechanics and Foundation Engineering, September 30-October 1, vol. 1, pp. 153–162 (in Turkish), Istanbul, Turkey (2010) [Google Scholar]
  14. S. Fırat, G. Yılmaz, A. T. Cömert, M. Sümer, Utilization of marble dust, fly ash and waste sand (silt-quartz) in road subbase filling materials. KSCE Journal of Civil Engineering. vol. 16, No. 7, pp. 1143–1151 (2012) [CrossRef] [Google Scholar]
  15. C. Gupta, R. K. Sharma, Influence of marble dust, fly ash and beas sand on sub grade characteristics of expansive soil. Journal of Mechanical and Civil Engineering, pp. 13–18 (2014) [Google Scholar]
  16. Soil Vision Systems Ltd., SoilVision Theory Guide, Version 3.34, 2nd edition, Saskatoon, Saskatchewan, Canada (2001) [Google Scholar]
  17. R. L. Kondner, Hyperbolic Stress-Strain Response: Cohesive Soils. Journal of Soil Mechanics and Foundations Division, ASCE, vol. 89, No. SM1. Proc. Paper 3429, pp. 115–143 (1963) [Google Scholar]
  18. A. S. Muntohar, Swelling and Compressibility Characteristics of Soil- Bentonite Mixtures, Dimensi Teknik Sipil vol. 5, No. 2, pp. 93–98 (2003) [Google Scholar]
  19. H. Nagaraj, M. Munnas, A. Sridharan, Swelling behavior of expansive soils. International Journal of Geotechnical Engineering, vol. 4, Issue 1, pp. 99–110 (2010) [CrossRef] [Google Scholar]
  20. M.A. Dafalla, M.A. Al-Shamrani, Swell and aging effect on a bentonite sand mixture, Unsaturated Soils: Theory and Practice, Kasetsart University, Thailand, ISBN 978-616-7522-77-71 (2011) [Google Scholar]
  21. H. Komine, N. Ogata, Experimental study on swelling characteristics of compacted bentonite. Canadian Geotechnical Journal, 31 (4), pp. 478–490 (1994) [CrossRef] [Google Scholar]
  22. S. Onyejekwe, G.S. Ghataora, Effect of fiber inclusions on flexural strength of soils treated with nontraditional additives. Journal of Materials in Civil Engineering, ASCE, 04014039: pp. 1–9 (2014) [Google Scholar]
  23. P. Jamsawang, P. Voottipruex, S. Horpibulsuk, Flexural strength characteristics of compacted cement-polypropylene fiber sand. Journal of Materials in Civil Engineering, ASCE, 04014243: pp. 1–9 (2014) [Google Scholar]

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