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http://dx.doi.org/10.7843/kgs.2015.31.8.29

A Study on the 3D Analysis of Driven Pile Penetration Based on Large Deformation Technique (Coupled Eulerian-Lagrangian)  

Ko, Jun-Young (Dept. of Civil and Environmental Eng., Yonsei Univ.)
Jeong, Sang-Seom (Dept. of Civil and Environmental Eng., Yonsei Univ.)
Lee, Seung-Yeon (Dept. of Civil and Environmental Eng., Yonsei Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.31, no.8, 2015 , pp. 29-38 More about this Journal
Abstract
This paper presents the application of the Coupled Eulerian-Lagrangian (CEL) numerical technique to simulate the driving of open-ended piles into sandy soil. The main objective of this study was to investigate the applicability of CEL technique to the behavior of the driven pile penetration. Comprehensive studies to verify the behavior of driven pile penetration are presented in this paper. Through comparison with results of field load tests, the CEL methodology was found to be in good agreement with the general trend observed by in situ measurement, and the CEL approach accurately simulated the behavior of driven pipe piles.
Keywords
Coupled Eulerian-Lagrangian technique; Large deformation FE analysis; Driven pipe pile; Sand; Radial stress; Soil plugging index;
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Times Cited By KSCI : 2  (Citation Analysis)
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