Failure Envelopes of Tripod Pile Foundation Under Combined Load in Non-homogeneous Clay
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-60765-3_34
Reference24 articles.
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5. Wang, L., et al.: Nonlinear analysis of laterally loaded single pile in layered soil based on conical strain wedge model. Ocean Eng. 280, 114699 (2023)
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