Öz
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
Anahtar Kelimeler
Expansive clay stabilization cement bearing capacity Proctor CBR free swelling
Kaynakça
- 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
Öz
Kaynakça
- 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
Ayrıntılar
| Diğer ID | JA56NM75DR |
|---|---|
| Bölüm | Makaleler |
| Yazarlar | |
| Yayımlanma Tarihi | 23 Temmuz 2016 |
| Yayımlandığı Sayı | Yıl 2013 Cilt: 3 Sayı: 1 |