Settlement Analysis of Single Large-Diameter and Super-Long Bored Piles in Cohesive Soils

Rui Kun Zhang; Ming Lei Shi; Jin Wang

doi:10.4028/www.scientific.net/AMR.594-597.320

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Settlement Analysis of Single Large-Diameter and...

Settlement Analysis of Single Large-Diameter and Super-Long Bored Piles in Cohesive Soils

Abstract:

The behavior of single axially loaded large-diameter and super-long bored piles have large difference to single small diameter short piles. The article analyzes the load transfer characteristic of single axially loaded large-diameter and super-long bored piles in deep soft clay in the Yangtze River Delta region. And the hybrid method of finite element analysis of rod structure coupling with the shear displacement method for single pile was utilized to simulating and predicting the single pile performance. It is verified that the settlement calculation hybrid method in this paper is reliable.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

320-326

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.320

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Online since:

November 2012

Authors:

Rui Kun Zhang, Ming Lei Shi, Jin Wang

Keywords:

Finite Element Method (FEM), Large-Diameter and Super-Long Bored Pile, Load Transmission, Shear Displacement Method, Single Pile Settlement

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