NDLI: Longitudinal dynamic response of pile in layered soil based on virtual soil pile model

Content Provider	Springer Nature Link
Author	Wu, Wen bing Wang, Kui hua Ma, Shao jun Chin, Jian Leo
Copyright Year	2012
Abstract	Taking the effect of finite soil layers below pile end into account, the longitudinal dynamic response of pile undergoing dynamic loading in layered soil was theoretically investigated. Firstly, finite soil layers below pile end are modeled as virtual soil pile whose cross-section area is the same as that of the pile and the soil layers surrounding the pile are described by the plane strain model. Then, by virtue of Laplace transform and impedance function transfer method, the analytical solution of longitudinal dynamic response at the pile head in frequency domain is yielded. Also, the semi-analytical solution in time domain undergoing half-cycle sine pulse at the pile head is obtained by means of inverse Laplace transform. Based on these solutions, a parametric study is conducted to analyze emphatically the effects of parameters of soil below pile end on velocity admittance and reflected wave signals at the pile head. Additionally, a comparison with other models with different supporting conditions from soil below pile end is performed to verify the model presented.
Starting Page	1999
Ending Page	2007
Page Count	9
File Format	PDF
ISSN	20952899
Journal	Journal of Central South University of Technology
Volume Number	19
Issue Number	7
e-ISSN	22275223
Language	English
Publisher	Central South University
Publisher Date	2012-07-01
Publisher Place	Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	soil-pile dynamic interaction virtual soil pile layered soil longitudinal vibration velocity admittance reflected wave signal Metallic Materials Engineering
Content Type	Text
Resource Type	Article
Subject	Metals and Alloys Engineering

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Longitudinal vibration of pile in layered soil based on Rayleigh-Love rod theory and fictitious soil-pile model

A theoretical analysis of vertical dynamic response of large-diameter pipe piles in layered soil

A new approach for time effect analysis of settlement for single pile based on virtual soil-pile model

Nonlinear analysis of pile load—settlement behavior in layered soil

Vertical vibration of a floating pile in a saturated viscoelastic soil layer overlaying bedrock

Coupled pile-soil interaction analysis in undrained condition

Vertical Dynamic Impedance of a Viscoelastic Pile in Arbitrarily Layered Soil Based on the Fictitious Soil Pile Model

Effect of sediment on vertical dynamic impedance of rock-socketed pile with large diameter

Design method of pile-slab structure roadbed of ballastless track on soil subgrade

Longitudinal dynamic response of pile in layered soil based on virtual soil pile model

Similar Documents

Longitudinal vibration of pile in layered soil based on Rayleigh-Love rod theory and fictitious soil-pile model

A theoretical analysis of vertical dynamic response of large-diameter pipe piles in layered soil

A new approach for time effect analysis of settlement for single pile based on virtual soil-pile model

Nonlinear analysis of pile load—settlement behavior in layered soil

Vertical vibration of a floating pile in a saturated viscoelastic soil layer overlaying bedrock

Coupled pile-soil interaction analysis in undrained condition

Vertical Dynamic Impedance of a Viscoelastic Pile in Arbitrarily Layered Soil Based on the Fictitious Soil Pile Model

Effect of sediment on vertical dynamic impedance of rock-socketed pile with large diameter

Design method of pile-slab structure roadbed of ballastless track on soil subgrade

Longitudinal dynamic response of pile in layered soil based on virtual soil pile model