Pseudo-Static Bearing Capacity Analysis of Shallow Strip Footing over Two-Layered Soil Considering Punching Shear Failure

Author:

Debnath Litan,Ghosh Sima

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference44 articles.

1. Ahmadi MM, Kouchaki B (2016) New and simple equations for ultimate bearing capacity of strip footings on two layered clays: numerical study. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000615

2. Al-Shenawy OA, Al-Karni AA (2003) Derivation of bearing capacity equation for a two-layered system of weak clay overlaid by dense sand layer. Pertan J Skin Technol 13(2):213–235

3. Azam G, Wang MC (1991) Bearing capacity of strip footing supported by two layered c–φ soils. Transportation research no-1331, Transportation Research Board, Washington, pp 55–66

4. Bandini P, Pham HV (2011) Bearing capacity of embedded strip footings in two-layered clay soils. In: Proceedings of geo-frontiers congress, ASCE, Reston, VA, pp 332–341

5. Banks A, Vincent J, Anyakoha C (2007) A review of particle swarm optimization. Part I: background and development. Nat Comput 6:467–484

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