Effects of liquefaction-induced lateral spreading on piles, an overview of physical modeling
Destructive damages to deep foundations due to liquefaction-induced lateral spreading during or after major earthquakes in gently sloping or level grounds with a free end have been observed in many earthquakes. The pile foundations supporting structures located in or near the ports and harbors, and...
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Published in | Soil dynamics and earthquake engineering (1984) Vol. 173; p. 108111 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.10.2023
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Subjects | |
Online Access | Get full text |
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