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Publications by [Dobry R.]

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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
<p>Recent records of seismic site response have documented a salient liquefaction-induced cyclic shear-deformation mechanism. During liquefaction, these ground acceleration records have suggested a possible strong influence of soil-skeleton dilation at large ...
Reference: International Conference on Case Histories in Geotechnical Engineering. 10.