Abstract
AbstractThe bearing capacity solutions for determining the stability of a circular footing placed above a spherical cavity in clay are presented in this study. The circular footing is modeled by rigid plate elements and placed on clay, where the spherical cavity is located beneath the footing. The considered dimensionless parameters are the ratio between the diameter of the footing and cavity, as well as the ratio between the cover-depth of the cavity and the diameter of the footing. By using the lower and upper bound finite element limit analysis, the undrained bearing capacity of this problem can be obtained. The collapse mechanisms of circular footings placed above spherical cavities in clays are also examined and discussed in the paper. The results of the paper provide a guidance theory and an effective tool for practical engineering in determining the bearing capacity of circular footings placed above spherical cavities.KeywordsCircular footingClayCavityLimit analysisFinite element
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
