DYNAMICAL RESPONSE OF AN ELASTIC SUPPORTING PILE EMBEDDED IN SATURATED SOIL UNDER HORIZONTAL VIBRATION

Using the principles of soil dynamics and structural dynamics, an analytical solution for an elastic supporting pile under horizontal vibration was formulated, based on an improved beam-on-dynamic-Winkler-foundation model and taking into consideration the change along the soil depth and the inertia...

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Bibliographic Details
Main Authors: Shuzhen Feng, Xiaotian Liu, Hai Cui
Format: Article
Language:ces
Published: Czech Technical University, Prague 2017-07-01
Series:Civil Engineering Journal
Subjects:
Online Access:http://www.civilengineeringjournal.cz/archive/issues/2017/2017_2/2-2017-0010.pdf