Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/17967
Title: New theory for shear rheological analysis of pile's bearing performance
Authors: Li, S
Zhou, J
Yin, J 
Xu, T
Keywords: Bearing performance
Limit shear rheological element
Pile foundations
Relative displacement of pile and soil
Issue Date: 2008
Publisher: 岩石力學與工程學報編輯部
Source: 岩石力学与工程学报 (Chinese journal of rock mechanics and engineering), 2008, v. 27, no. SUPPL., p. 3186-3190 How to cite?
Journal: 岩石力学与工程学报 (Chinese journal of rock mechanics and engineering) 
Abstract: This paper presents theoretical as well as experimental results on the bearing performances of the pile-soil system. To sufficiently consider the time effect of geomaterials and the spatial effect of the pile-soil system on pile s bearing performance, a rheological theory of soil for the pile foundation is proposed. Based on the rheological theory, an improved analytical model of pile-soil system is established to analyze the mechanism of spatiotemporal effect on the pile's bearing capacity. Some analytical and semi-analytical solutions of the time and spatial effects of single pile's bearing performance are obtained. This new theory can be used to predict various behaviors of pile foundations, such as the controlling of foundation settlement. In addition, the theory can also be used to validate the construction quality of foundation and to compute the load-displacement relationship of pile, which can supplement the current foundation test technique.
URI: http://hdl.handle.net/10397/17967
ISSN: 1000-6915
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

Page view(s)

31
Last Week
3
Last month
Checked on Aug 20, 2017

Google ScholarTM

Check



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.