Lateral Vibration Response Of Full Scale Single Piles

Deep Foundations Institute
A. Boominathan
Organization:
Deep Foundations Institute
Pages:
6
File Size:
576 KB
Publication Date:
Jan 1, 2002

Abstract

The behaviour of single piles under lateral dynamic loading is very critical and the study is still a current field of research since 1950's. Though many methods have been developed analytically to estimate the dynamic lateral stiffness, very limited dynamic testing on full scale piles were carried out to study the response of piles under lateral dynamic loading. Hence, field lateral dynamic vibration tests are conducted on driven precast concrete square pile of 400mm size and driven cast in-situ concrete piles of 400mm and 500 mm diameter at a petrochemical complexes site at Haldia (India). The results of steady state and free vibrations tests are discussed herein and compared with the response of the piles estimated from PILAY.
Citation

APA: A. Boominathan  (2002)  Lateral Vibration Response Of Full Scale Single Piles

MLA: A. Boominathan Lateral Vibration Response Of Full Scale Single Piles. Deep Foundations Institute, 2002.

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