Scaling effects on the seismic response of a closed-end pipe pile embedded in dry and saturated coarse grain soils
Foundations can be subjected to dynamic or seismic loads depending on their applications and the site being constructed in. The researchers concentrated their works on investigating the reasons of the significant damage of piles during seismic excitation. Based on the findings of laboratory experime...
| Published in: | International Journal of Computational Materials Science and Engineering |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
World Scientific
2024
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85158897428&doi=10.1142%2fS2047684123500239&partnerID=40&md5=6e7fe8cafed74e38a494d1cf1a710c56 |