Modeling the Load Test of Vertical Resistance of Pile

Lubomir Prekop

doi:10.4028/www.scientific.net/KEM.738.310

Paper Titles

The Possible Causes of Damage to Concrete Tanks, Numerical Experiment of Fluid-Structure-Soil Interaction
p.227

The Strengthening of Reinforced Concrete Structures
p.238

Analysis of Permanent Lining of Branisko Tunnel
p.249

Actual Problems of the Safety and Reliability of the NPP Structures in Slovakia
p.261

Thermal Effects on Box Girder Concrete Bridges
p.273

Testing and Modelling of Concrete Pile Foundations
p.287

3D Numerical Model of the Subsoil-Structure Interaction and Comparison of the Results with Experimentally Measured Values
p.298

Modeling the Load Test of Vertical Resistance of Pile
p.310

Parallelization of Computational Analysis of Reinforced Concrete Slabs on Foundation
p.319

HomeKey Engineering MaterialsKey Engineering Materials Vol. 738Modeling the Load Test of Vertical Resistance of...

Modeling the Load Test of Vertical Resistance of Pile

Abstract:

This paper deals with the modeling of the load test of vertical resistance of reinforced concrete piles. The pile is a part of a group of piles with reinforced concrete heads. The head is pressed with steel arches of a bridge on highway Jablonov - Studenec. Pile model is created in ANSYS with several models of foundation having properties found out from geotechnical survey. Finally some crucial results obtained from computer models are presented and compared with these obtained from experiment.

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Periodical:

Key Engineering Materials (Volume 738)

Pages:

310-318

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.738.310

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Online since:

June 2017

Authors:

Lubomir Prekop*

Keywords:

ANSYS, Load Test, Modeling, Pile

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References

[1] Report of load tests of piles, Project: Motorway D1 Jablonov - Studenec, building SO 205 Bridge on D1 at km 1. 650 - pillar P7, VUIS - Foundation engineering, Ltd., Bratislava, August 2009. (in Slovak).

DOI: 10.1016/j.proeng.2012.07.060

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[2] STN EN 1997-730091 Eurocode 7: Geotechnical design Part 1: General rules. (in Slovak).

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[3] ANSYS ® User's Manual for Revision 11, Swanson Analysis Systems, Inc.

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