Resistance of Soil to a Vertically Vibrating Pile

Zhan Shi Gao; Qing Ren

doi:10.4028/www.scientific.net/AMR.712-715.979

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 712-715Resistance of Soil to a Vertically Vibrating Pile

Resistance of Soil to a Vertically Vibrating Pile

Abstract:

Based on the plane strain model, a three-dimensional vibration model was setup for soil dynamic response of soil surrounding large diameter pile. An accurate analytical solution was got by considering the couple effect of vertical and horizontal displacement of soil. Through the discussion parameters slenderness ratio (L/d), hysteretic damping ratio (D_s,D_v) and soil Poisson's ratio (ν),it is concluded that they are very important for the vertical vibration propproperties of soil impedance.

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Periodical:

Advanced Materials Research (Volumes 712-715)

Pages:

979-983

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.712-715.979

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Online since:

June 2013

Authors:

Zhan Shi Gao*, Qing Ren

Keywords:

Dynamic Response, Plane Strain, Potential Function

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* - Corresponding Author

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