Bearing Capacity of Eccentrically Loaded Circular Footing Supported on Reinforced Sand

Author:

Mahapatra Srikalpa Rajguru,Sahoo Rupashree Ragini

Publisher

Springer Singapore

Reference23 articles.

1. Meyerhof, G.G.: Some recent research on the bearing capacity of foundation. Can. Geotech. J. 1(1), 16–26 (1963)

2. Patra, C., Behara, R., Sivakugan, N., Das, B.: Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load. Part II Int. J. Geotech. Eng. 6(4), 507–514 (2012)

3. Dewaikar, D.M., Guptha, K.G., Chore, S.H.: An experimental study into behaviour of circular footing on reinforced soil. In: International Scientific Conference, pp. 630–634 (2011)

4. Das, S.K.: Artificial neural networks in geotechnical engineering: modeling and application issues. In: Yang, X., Gandomi, A.H., Talatahari, S. (2013)

5. Meyerhof, G.G.: The bearing capacity of foundations under eccentric and inclined loads. In: Proceedings of 3rd International Conference on Soil Mechanics, Zurich, vol. 1, pp. 440–45 (1953)

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