Chapter
Dec 20, 2015

In-Situ Dynamic Response of Cantilever Walls

Publication: Analysis and Design of Retaining Structures against Earthquakes

Abstract

Full scale dynamic testing is undertaken to monitor the vibrational characteristics of cantilever wall-soil systems. Impact hammer as well as controlled shaker excitation at different force levels are employed. Two different reinforced concrete cantilever wall-soil systems are studied. The employed testing techniques are described and the recorded modal characteristics are presented. These modal characteristics may be used for the purpose of seismic design; and for calibration of computational and/or small scale laboratory centrifuge models.

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Go to Analysis and Design of Retaining Structures against Earthquakes
Analysis and Design of Retaining Structures against Earthquakes
Pages: 57 - 76

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Published online: Dec 20, 2015

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Sreenivas Alampalli, M.ASCE
Acting Head, Structures Research, Transportation R&D Bureau,New York State Department of Transportation, 1220 Washington Avenue, Albany, NY 12232-0869
Ahmed W. M. Elgamal, M.ASCE
Associate Professor, Department of Civil and Environmental Engineering,Rensselaer Polytechnic Institute, Troy, NY 12180-3590

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