The response of laterally loaded pile foundations may be significantly important in the design of structures for such loads. A static horizontal pile load test is able to provide a load-deflection curve for a single freehead pile, which significantly differs from that of a free-or fixed-head pile gr
A modulus-multiplier approach for non-linear analysis of laterally loaded pile groups
โ Scribed by Chia-Cheng Fan; James H. Long
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 527 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.582
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