January 1990
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348 Reads
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229 Citations
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Publications (1)
Citations (1)
... In cases of combined V-H-M loading, portions of the vertical capacity were distributed (V/V 0 = 0, 0.25, 0.5, and 0.75) onto the ring foundation surface, followed by various fixed ratios of H-M loads to assess different H-M combinations at failure under varying vertical loads. This approach has been well documented in the literature by Gourvenec and Randolph (2003), Bransby and Randolph (1998), Tan (1990), Chen et al. (2022), and Shen et al. (2016). ...
- Citing Article
January 1990