Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction
Structures with shallow foundations are susceptible to excessive settlement and rotation in the event of earthquake-induced soil liquefaction. Numerical modelling of the problem remains challenging, due to persisting uncertainties regarding dynamic soil response and soil–structure interaction. In th...
| Main Authors: | , , , |
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| Format: | Journal article |
| Language: | English |
| Published: |
ICE Publishing
2020
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