Options
The impact of soil autocorrelation on pile load displacement behaviour
Author(s)
Date Issued
2011-10-02
Date Available
2013-08-30T16:01:57Z
Abstract
Foundation design is often controlled by the serviceability limit state and the mobilised settlement under operational conditions is often the governing design condition. Accurate predictions of pile displacements are often hampered by the inherent soil variability. This paper describes an analysis which incorporates the uncertainty in soil properties directly into the pile settlement calculations through a monte-carlo simulation. A t-z analysis is performed which assumes the axial load in a pile is resisted by non-linear uncoupled spring elements, which are dependent on the properties of the surrounding soil. The input soil parameters are modelled by log normally distributed variables. The ultimate friction mobilised by the soil springs is calculated using the Cone Penetration Test based Imperial College pile design approach. CPT data from an Irish dense sand test site is used in the analysis. The springs are assumed to be auto-correlated with depth in a similar manner to the CPT profile, with the degree of correlation defined by the scale of fluctuation. In the final section, the results are discussed in light of previous research which assumed uncorrelated soil properties.
Type of Material
Conference Publication
Publisher
Pan-Am CGS 2011 Organizing Committee
Copyright (Published Version)
2011, the authors
Subjects
Language
English
Status of Item
Peer reviewed
Conference Details
2011 Pan-Am CGS Geotechnical Conference, Toronto, Canada, October, 2011
This item is made available under a Creative Commons License
File(s)
Loading...
Name
The_impact_of_soil_autocorrelation_on_pile_load_displacement_behaviour.pdf
Size
413.85 KB
Format
Adobe PDF
Checksum (MD5)
26181806b810a3dbe8faa7c6de7fb0cd
Owning collection