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Cement Stabilization of Compacted Expansive Clay

Year 2013, Volume: 3 Issue: 1, 33 - 38, 23.07.2016

Mahamedi Abdelkrim Khemissa Mohamed

https://izlik.org/JA23GU38EA

Abstract

This paper presents and analyzes the results of a series of laboratory tests of compaction, penetration and free swelling performed on an expansive clay obtained from a site situated in Sidi-Aissa city (wilaya of M'sila, Algeria), where important disorders frequently appears in the road infrastructures and in the small buildings. Tests results obtained show that the parameters values deduced from these tests are concordant and confirm the bearing capacity improvement of the expansive clay treated with cement

Keywords

Expansive clay stabilization cement bearing capacity Proctor CBR free swelling

References

  • Bigot G., Zerhouni M.I. (2000). Retrait, gonflement et tassement des sols fins. Bulletin des Laboratoires des Ponts et Chaussées, Paris, n°229, pp. 105-114.
  • Chen F.H. (1988). Foundations on expansive soils. Developments in Geotechnical Engineering, Elsevier Publishing Co., Vol.54, 464p.
  • Khemissa M., Mekki L., Bakir N. (2008). Comportement œdométrique des argiles expansives de M’sila (Algérie). Symposium International Sécheresse et Construction, Marne-la-Vallée, France, 1-3 septembre 2008, Editions du LCPC, Paris, pp.229-234 . Magnan J.P. (1980). Classification géotechnique des sols. A propos de la classification LPC. Bulletin de liaison des Laboratoires des Ponts et Chaussées, n°105, pp.49-52.
  • Ranganatam B.V., Santyanarayana B. (1965). A rational method of predicting swelling potential for compacted expansive clays. Proceedings of the 6th International Conference on Soil Mechanics and Foundations Engineering, Montreal, Vol.1, pp.92-96.
  • Seed H.B., Woodward R.J., Lundgreen R. (1962). Prediction of swelling potential for compacted clays. Journal of the soil Mechanics and Foundations Division ASCE, Vol. 88 SM4, pp.107-131.
  • Williams A.B., Donaldson G.W. (1980). Developments related to building on expansive soils in South Africa: 1973- 1980. Proceedings of the 4th International Conference on Soil Mechanics and Foundations Engineering, Denver, Vol.2, pp.834-844.
  • TOJSAT : The Online Journal of Science and Technology- July 2013, Volume 3, Issue 1 38

Year 2013, Volume: 3 Issue: 1, 33 - 38, 23.07.2016

Mahamedi Abdelkrim Khemissa Mohamed

https://izlik.org/JA23GU38EA

Abstract

References

  • Bigot G., Zerhouni M.I. (2000). Retrait, gonflement et tassement des sols fins. Bulletin des Laboratoires des Ponts et Chaussées, Paris, n°229, pp. 105-114.
  • Chen F.H. (1988). Foundations on expansive soils. Developments in Geotechnical Engineering, Elsevier Publishing Co., Vol.54, 464p.
  • Khemissa M., Mekki L., Bakir N. (2008). Comportement œdométrique des argiles expansives de M’sila (Algérie). Symposium International Sécheresse et Construction, Marne-la-Vallée, France, 1-3 septembre 2008, Editions du LCPC, Paris, pp.229-234 . Magnan J.P. (1980). Classification géotechnique des sols. A propos de la classification LPC. Bulletin de liaison des Laboratoires des Ponts et Chaussées, n°105, pp.49-52.
  • Ranganatam B.V., Santyanarayana B. (1965). A rational method of predicting swelling potential for compacted expansive clays. Proceedings of the 6th International Conference on Soil Mechanics and Foundations Engineering, Montreal, Vol.1, pp.92-96.
  • Seed H.B., Woodward R.J., Lundgreen R. (1962). Prediction of swelling potential for compacted clays. Journal of the soil Mechanics and Foundations Division ASCE, Vol. 88 SM4, pp.107-131.
  • Williams A.B., Donaldson G.W. (1980). Developments related to building on expansive soils in South Africa: 1973- 1980. Proceedings of the 4th International Conference on Soil Mechanics and Foundations Engineering, Denver, Vol.2, pp.834-844.
  • TOJSAT : The Online Journal of Science and Technology- July 2013, Volume 3, Issue 1 38
There are 7 citations in total.

Details

Other ID JA56NM75DR
Authors

Mahamedi Abdelkrim This is me

Khemissa Mohamed This is me

Publication Date July 23, 2016
IZ https://izlik.org/JA23GU38EA
Published in Issue Year 2013 Volume: 3 Issue: 1

Cite

APA Abdelkrim, M., & Mohamed, K. (2016). Cement Stabilization of Compacted Expansive Clay. TOJSAT, 3(1), 33-38. https://izlik.org/JA23GU38EA
AMA 1.Abdelkrim M, Mohamed K. Cement Stabilization of Compacted Expansive Clay. TOJSAT. 2016;3(1):33-38. https://izlik.org/JA23GU38EA
Chicago Abdelkrim, Mahamedi, and Khemissa Mohamed. 2016. “Cement Stabilization of Compacted Expansive Clay”. TOJSAT 3 (1): 33-38. https://izlik.org/JA23GU38EA.
EndNote Abdelkrim M, Mohamed K (July 1, 2016) Cement Stabilization of Compacted Expansive Clay. TOJSAT 3 1 33–38.
IEEE [1]M. Abdelkrim and K. Mohamed, “Cement Stabilization of Compacted Expansive Clay”, TOJSAT, vol. 3, no. 1, pp. 33–38, July 2016, [Online]. Available: https://izlik.org/JA23GU38EA
ISNAD Abdelkrim, Mahamedi - Mohamed, Khemissa. “Cement Stabilization of Compacted Expansive Clay”. TOJSAT 3/1 (July 1, 2016): 33-38. https://izlik.org/JA23GU38EA.
JAMA 1.Abdelkrim M, Mohamed K. Cement Stabilization of Compacted Expansive Clay. TOJSAT. 2016;3:33–38.
MLA Abdelkrim, Mahamedi, and Khemissa Mohamed. “Cement Stabilization of Compacted Expansive Clay”. TOJSAT, vol. 3, no. 1, July 2016, pp. 33-38, https://izlik.org/JA23GU38EA.
Vancouver 1.Abdelkrim M, Mohamed K. Cement Stabilization of Compacted Expansive Clay. TOJSAT [Internet]. 2016 July 1;3(1):33-8. Available from: https://izlik.org/JA23GU38EA