Frontiers of Structural and Civil Engineering
>> 2015,
Volume 9,
Issue 2
doi:
10.1007/s11709-015-0292-z
RESEARCH ARTICLE
Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space
School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
Accepted: 2015-06-16
Available online: 2015-06-30
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Abstract
Considering the interactions between an embedded foundation and saturated soil, the torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic medium are analyzed in this paper. Both a rigid foundation and an elastic foundation are considered. Assuming both the side surface and the bottom surface of the foundation are perfectly bonded to soil, the reaction torques that the side soil and bottom soil acting on the foundation can be gained from basic dynamic equations of the poroelastic medium. According to the dynamic equilibrium equations of a foundation under harmonic torque, the torsional vibrations of an embedded cylindrical foundation are presented. Besides, the angular amplitude of the foundation, the equivalent stiffness and damping coefficients of the soil are expressed explicitly. Selected examples are presented to investigate the influence of relevant parameters on the torsional vibrations.
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