Soil-pile interaction in the pile vertical vibration considering true three-dimensional wave effect of soil :  SOIL-PILE INTERACTION IN THE PILE VERTICAL VIBRATION

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Most cited references 24

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Science and empiricism in pile foundation design

M F Randolph (2003)

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Dynamic Stiffness and Damping of Piles

Milos Novak (1974)

Dynamic response of footings and structures supported by piles can be predicted if dynamic stiffness and damping generated by soil–pile interaction can be defined. An approximate analytical approach based on linear elasticity is presented, which makes it possible to establish the dimensionless parameters of the problem and to obtain closed-form formulas for pile stiffness and damping. All components of the motion in a vertical plane are considered; that is, horizontal as well as vertical translations and rotation of the pile head. The stiffness and damping of piles are defined in such a way that the design analysis of footings and structures resting on piles can be conducted in the same way as is applied in the case of shallow foundations.

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Soil-pile interaction in vertical vibration

T Nogami, M. Novak (1976)

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Author and article information

Journal

Journal ID (publisher-id): NAG

Title: International Journal for Numerical and Analytical Methods in Geomechanics

Abbreviated Title: Int. J. Numer. Anal. Meth. Geomech.

Publisher: Wiley

ISSN: 03639061

Publication date Created: December 10 2013

Publication date (Print): December 10 2013

Publication date (Electronic): January 07 2013

Volume: 37

Issue: 17

Pages: 2860-2876

Affiliations

[1 ]MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering; Zhejiang University; Hangzhou Zhejiang 310058 China

[2 ]Engineering Faculty; China University of Geoscience; Wuhan Hubei 430074 China

[3 ]Urban Planning College; Zhejiang Shuren University; Hangzhou Zhejiang 310015 China

[4 ]School of Engineering; University of Western Sydney; Locked Bag 1797 Penrith Sydney NSW 2751 Australia

Article

DOI: 10.1002/nag.2164

SO-VID: 6f7427bb-0587-4823-a2e2-67e63c6fb32c

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http://doi.wiley.com/10.1002/tdm_license_1.1

http://onlinelibrary.wiley.com/termsAndConditions#vor

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