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Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles
Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles
Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles
Siegel, T.C. (Autor:in) / NeSmith, W.M. (Autor:in) / American Society of Civil Engineers
Conference; 4th, Geotechnical earthquake engineering and soil dynamics ; 2008 ; Sacramento, CA
01.01.2008
10 pages
Includes bibliographical references
Aufsatz (Konferenz)
Englisch
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