Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction
Abstract
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 this paper, numerical simulations are employed to study the seismic response of a structure on a shallow mat foundation, resting on a liquefiable sand...
Paper Details
Title
Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction
Published Date
Dec 1, 2021
Journal
Volume
71
Issue
12
Pages
1099 - 1113
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Notes
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