A Comparison of Simplified Modelling Approaches for Performance Assessment of Piles Subjected to Lateral Spreading of Liquefied Ground
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DOI: 10.1155/2020/8812564
Abstract: The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage the embedded piles, which is an important issue in the seismic design of pile foundations. In this paper, nonlinear pseudostatic analyses… read more here.
Keywords: ground; piles subjected; displacement; subjected lateral ... See more keywords