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Publications tagged with [soil-pile-structure interaction]

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<p>Piles are extensively used as a means of slope stabilization. Despite the rapid advances in computing and software power, the design of such piles may still include a high degree of conservatism, stemming from the use of simplified, easy-to-apply methodologies. ...
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, No. 1, January 1, 2012
Tang L. , Xu P. et al.  
<p>Here the investigation through shaking table test involving in the liquefaction characteristics of unfree ground and seismic response of single-pile-supported bridge structure is presented. The shaking table test, taking the destructive Shengli bridge in ...
Reference: The 14 th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
<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