Numerical and experimental analyses for bearing capacity of rigid strip footing subjected to eccentric load

Author:

Lu Liang,Wang Zong-jian,Arai K.

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference22 articles.

1. MEYERHOF G G. The bearing capacity of footings under eccentric and inclined loads [C]// Proceedings 3rd International Conference Soil Mechanics Foundations Engineering. Zurich: Organizing Committee ICOSOMEF, 1953, 1: 440–445.

2. PEKER A, SALENCON J. Seismic bearing capacity of shallow strip foundations on clay soils [C]// Proceedings of International Workshop on Seismology and Earthquake Engineering, Mexico, 1991: 297–304.

3. BUTTERFIELD R, GOTTARDI G. A complete three-dimentional failure envelope for shallow footing on sand [J]. Géotechnique, 1994, 44(1): 181–184.

4. MARTIN C M. Physical and numerical modeling of offshore foundations under combined loads [D]. UK: University of Oxford, 1994.

5. MAUGERI M, MUSUMECI G, NOVITA D, TAYLOR C A. Shaking table test of failure of a shallow foundation subjected to an eccentric load [J]. Soil Dynamics and Earthquake Engineering, 2000, 22: 435–444.

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