Bearing Capacity of Square Footing: A Comparative Study Employing Non-associative MC and MCC Model

Author:

Mukherjee Mousumi,Dey Arindam

Publisher

Springer International Publishing

Reference27 articles.

1. Abed, A.A., Vermeer, P.A.: Numerical simulation of unsaturated soil behavior. In: Proceedings of the 1st Euro Mediterranean Conference on Advances in Geomaterials and Structures, Tunisia, pp. 1–8 (2004)

2. Acharyya, R., Dey, A.: Evaluation of slip mechanism beneath the shallow footing resting on plane ground by altering flow-rules. In: National Seminar on Advanced Construction and Computational Tools in Geotechniques – Practice to Theory, Indian Geotechnical Society, Kolkata, West Bengal, India, pp. 1–8 (2018)

3. Acharyya, R., Dey, A.: Importance of dilatancy on the evolution of failure mechanism of a strip footing resting on horizontal ground. INAE Lett. 3(3), 131–142 (2018a)

4. Acharyya, R., Dey, A.: Assessment of failure mechanism of a strip footing on horizontal ground considering flow rules. Innov. Infrastruct. Solut. 3(49), 1–16 (2018b)

5. Acharyya, R., Dey, A. Kumar, B.: Finite element and ANN-based prediction of bearing capacity of square footing resting on the crest of c-φ soil slope. Int. J. Geotech. Eng. (2018). https://doi.org/10.1080/19386362.2018.1435022

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