Combined loading of spudcan foundations on clay: numerical modelling

The load-displacement response of a spudcan foundation on clay is described by means of an incremental plasticity model with three degrees of freedom (vertical, rotational, horizontal). The model is termed 'Model B' and employs a yield surface and flow rule that are derived from a programm...

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Những tác giả chính: Martin, C, Houlsby, G
Định dạng: Journal article
Ngôn ngữ:English
Được phát hành: 2001