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Advances in Civil Engineering
/
2019
/
Article
/
Fig 5
/
Research Article
Evaluation of Undrained Bearing Capacities of Wide-Shallow Bucket Foundation with Honeycomb Bulkheads in Clay
Figure 5
Example of a failure envelope using probe tests (
d/D
= 0.1,
κ
= 12, and
= 0.25).