Journal
COMPUTERS AND GEOTECHNICS
Volume 38, Issue 2, Pages 248-257Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2010.12.001
Keywords
Lateral load transfer method; p-y curve; Three-dimensional finite element analysis; Soil continuity; Soil resistance; Soil-pile interaction
Categories
Funding
- Ministry of Land, Transport and Maritime of Korean government through the Core Research Institute
Ask authors/readers for more resources
The load distribution and deflection of large diameter piles are investigated by lateral load transfer method (p-y curve). Special attention is given to the soil continuity and soil resistance using three-dimensional finite element analysis. A framework for determining a p-y curve is calculated based on the surrounding soil stress. The appropriate parametric studies needed for verifying the p-y characteristic are presented in this paper. Through comparisons with results of field load tests, the three-dimensional numerical methodology in the present study is in good agreement with the general trend observed by in situ measurements and thus, represents a realistic soil-pile interaction for laterally loaded piles in clay than that of existing p-y method. It can be said that a rigorous numerical analysis can overcome the limitations of existing p-y methods to some extent by considering the effect of realistic three-dimensional combination of pile-soil forces. (C) 2010 Elsevier Ltd. All rights reserved.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available