Bearing Capacity of Footing Resting on Sand for Eccentric Vertical Load
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-2184-3_148
Reference20 articles.
1. Asaoka, A., and Ohtsuka, S. (1986). The analysis of failure of a normally consolidated clay foundation under embankment loading. Soils and Foundations, 26(2), 47–59.
2. Asaoka, A., and Ohtsuka, S. (1987). Bearing capacity analysis of a normally consolidated clay foundation. Soils and Foundations, 27(3), 58–70.
3. Asaoka, A., Ohtsuka, S., and Matsuo, M. (1990). Coupling analyses of limiting equilibrium state for normally consolidated and lightly overconsolidated soils. Soils and Foundations, 30(3), 109–123.
4. Georgiadis, M., and Butterfield, R. (1988). Displacements of footings on sand under eccentric and inclined loads. Canadian Geotechnical Journal, 25(2), 199–212.
5. Gottardi, G., and Butterfield, R. (1993). On the bearing capacity of surface footings on sand under general planar loads. Soils and Foundations, 33(3), 68–79.
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