Horizontal dynamic response of pile in unsaturated soil considering its construction disturbance effect

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Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model

Chunyi Cui, Kun Meng, Chengshun Xu … (2021)

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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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Vertical dynamic response of an inhomogeneous viscoelastic pile

Kuihua Wang, Chin Leo, Wenbing Wu … (2010)

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Contributors

Wenbing Wu: (View ORCID Profile)

Journal

Title: Ocean Engineering

Abbreviated Title: Ocean Engineering

Publisher: Elsevier BV

ISSN (Print): 00298018

Publication date Created: February 2022

Publication date (Print): February 2022

Volume: 245

Page: 110483

Article

DOI: 10.1016/j.oceaneng.2021.110483

SO-VID: 0019ab54-b800-450e-a23a-1f33161a3a73

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https://www.elsevier.com/tdm/userlicense/1.0/

https://doi.org/10.15223/policy-017

https://doi.org/10.15223/policy-037

https://doi.org/10.15223/policy-012

https://doi.org/10.15223/policy-029

https://doi.org/10.15223/policy-004

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