Citation: Houlsby, G. T. & Martin, C. M. (2003). 'Undrained bearing capacity factors for conical footings on clay', Géotechnique, 53(5), 513-520. [First published by Thomas Telford and available at http://www.geotechnique-ice.com/].
No takes yet. Share an insight, caveat, or question.
Houlsby et al. (2003) studied this question.
Synapse has enriched one closely related paper. Consider it for comparative context: