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Tripod bucket foundations are being used as alternative foundations to resist large horizontal and moment loadings from offshore wind turbines. The bearing capacity of the tripod bucket foundation differs particularly from that of the single bucket foundation due to the interaction among individual buckets of the tripod. This paper investigated the group effect of tripod bucket foundations in clay...
The present paper presents the results of three-dimensional finite element analyses of bucket foundations in normally consolidated uniform clay under undrained conditions. The stress–strain response of clay was simulated using the Tresca criterion. The bearing capacities were calculated and found to be largely dependent on the aspect ratio of the bucket foundation. Based on the results of the analyses,...
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