A Simulation Study of Bearing Capacity of Bored Piles in Jinghe Bridge Based on ANSYS

Chao Xu; Yang Li

doi:10.4028/www.scientific.net/AMM.556-562.704

Paper Titles

Experimental Research on Tensile Strength of Premixed Concrete at Early Ages
p.687

Correlation Research of Concrete Mix Proportion on Cement Dosage in Coarse Aggregate
p.692

Investigation on Validity of J-Integral of Edge Crack under Cold Rolling Condition
p.696

Finite Element Analysis of Wharf Track Beam under Eccentric Load
p.700

A Simulation Study of Bearing Capacity of Bored Piles in Jinghe Bridge Based on ANSYS
p.704

Large Lateral Deformation Analysis of Angle Steel with Double Bolt Joints
p.708

Research on the Collapse Performance of RC Frame Structure
p.712

The Design of Hydraulic Stripping Attachment’s Oil Tank
p.716

Stress Distribution Properties in Adhesively Bonded Beams
p.720

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 556-562A Simulation Study of Bearing Capacity of Bored...

A Simulation Study of Bearing Capacity of Bored Piles in Jinghe Bridge Based on ANSYS

Abstract:

Using the Drucker-Prager elastoplastic constitutive model to describe the nonlinear deformation behavior of soil and simulating step loading on static test piles by ANSYS model which only consider linear elastic compression of pile body. By comparing ANASYS simulation value and the measured values of pile’s axial force and side friction, it shows that the greater the load ratio which transfer through the bottom of the pile, the pile-soil stiffness ratio increased; when vertical load is small, analysis results of elastic theory are fairly accurate. ANASYS simulation results have high accuracy when vertical load is bigger.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 556-562)

Pages:

704-707

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.556-562.704

Citation:

Cite this paper

Online since:

May 2014

Authors:

Chao Xu*, Yang Li

Keywords:

ANASYS Simulation, Bearing Capacity, Bored Pile, Static Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Terzaghi K. and Peck R. B: Soil mechanics in Engineering Practice (Wiley-InterScience Publication 1996).

Google Scholar

[2] Kenti A: The bearing capacity of piles and pile groups. Proceedings 4th International Conference On Soil Mechanics and Foundation Engineering, London 1957. Vol. 2: 46-51.

Google Scholar

[3] J.E. Bowles: Analytical and computer methods in foundation engineering (Mc Graw-Hill Book Company 1974).

Google Scholar

[4] Jianxin ZHANG, Dongyun WU, Shuchao ZHANG: Finite element analysis of size effect of rock-socketed piles. Rock and soil mechanics. 28(6): 1221-1224.

Google Scholar

[5] Vesic A: Expansion of cavities in infinite soil mass. Journal of the soil mechanics and foundations Division, ASCE, Vo1. 98, No. SMI, 1972, pp.265-290.

DOI: 10.1061/jsfeaq.0001740

Google Scholar