Cite
HARVARD Citation
, . et al. (2014). A generalised failure envelope for undrained capacity of circular shallow foundations under general loading. Géotechnique letters. 4 (3), pp. 187-196. [Online].
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, . et al. (2014). A generalised failure envelope for undrained capacity of circular shallow foundations under general loading. Géotechnique letters. 4 (3), pp. 187-196. [Online].