Performance of piles with different configurations subjected to slope deformation induced by seismic liquefaction
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DOI: 10.1016/j.enggeo.2019.105355
Abstract: Abstract Liquefaction-induced lateral ground deformation has been a common observation during many past earthquakes. Piles are widely used in liquefaction-prone areas, and their performance under such circumstances has become an important issue for researchers and… read more here.
Keywords: performance piles; liquefaction; deformation; piles different ... See more keywords