Abstract
Bearing capacity of soils and settlement of strip foundations and circular foundation are an important and classical problem. Loads from a structure are transferred to the underlying soil through a foundation such as a footing. The foundation and soils must not collapse or become unstable under any conceivable loading.
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Yu, MH., Li, JC. (2012). Plastic Analysis of Footing Foundation Based on the Unified Strength Theory. In: Computational Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-24590-9_9
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DOI: https://doi.org/10.1007/978-3-642-24590-9_9
Publisher Name: Springer, Berlin, Heidelberg
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