The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads
This paper analyzes the effect of scaling-up model and acceleration history on seismic response of closed-ended pipe pile using a finite element modeling approach and the findings of 1 g shaking table tests of a pile embedded in dry and saturated soils. A number of scaling laws were used to create t...
| Published in: | International Journal of Applied Science and Engineering |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
Chaoyang University of Technology
2022
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85128953439&doi=10.6703%2fIJASE.202206_19%282%29.007&partnerID=40&md5=fb1d2d79e3032c2a30e1530902ffab63 |