Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading
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DOI: 10.1016/j.soildyn.2018.03.022
Abstract: Abstract Liquefaction-induced lateral spreading has caused severe damage and significant financial losses in major earthquakes distributed globally. Groups of piling installed in liquefaction- and lateral spreading-susceptible ground has been proven to be effective in reducing… read more here.
Keywords: ground; shaped circular; pile improved; pile ... See more keywords