Evaluation of Pile Capacities under Local Scoured Conditions
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Univ. of Victoria, Victoria, BC, Canada.
2. EXP Services, Inc., Vancouver, BC, Canada.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485316.050
Reference21 articles.
1. API (American Petroleum Institute). (2011). API Recommended Practice, Geotechnical and Foundation Design Considerations. American Petroleum Institute.
2. Arneson, L., Zevenbergen, L., Lagasse, P., and Clopper, P. (2012). Evaluating scour at bridges. National Highway Institute (US).
3. Lateral Load Behavior of Pile Group in Sand
4. Cyclic Lateral Loading of a Large‐Scale Pile Group
5. Analysis of Scour around a Group of Vertical Piles in the Field
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