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Publications by [He L.]

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<p>A shake-table series of experiments has provided valuable data for liquefaction-induced lateral spreading effects on pile foundations. In this paper, this data is employed to estimate peak soil pressure on single piles embedded in a laterally spreading ...
Reference: 4th International Conference on Earthquake Engineering Taipei, Taiwan October 12-13, 2006
Lu J. , Yang Z. et al.  
<p>In this paper, a single pile embedded in mildly inclined, liquefiable soil deposit is analyzed under dynamic base shaking conditions.</p>
Reference: "13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 530"