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Abstract
COJ Technical & Scientific Research
Helical Pile vs Ground Screw in Clay Soil: Experimental and Numerical Study
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Open or CloseStanislav S1, Jose AL2* and Marcos RM2
1Department of Continuum Mechanics and Structural Analysis, University Carlos III of Madrid, Spain
2Department of Mechanical Engineering, University Carlos III of Madrid, Spain
*Corresponding author:Jose Antonio Loya, Department of Mechanical Engineering, University Carlos III of Madrid Avda. de la Universidad 30, 28911 Leganés, Madrid, Spain
Submission: February 01, 2024::;Published: March 28, 2024
ISSN: 2577-2007Volume4 Issue5
Abstract
Helical piles during the last five years are giving way to the ground screws, that are a particular shape of helical piles, becoming a popular foundation technique in building and civil engineering. In this article we compare the experimental data issued from the bearing capacity tests of a helical pile and a ground screw of equal diameter. Then we use a numerical model using a meshfree software UC3MLib, thus we find a correspondence between helical pile and ground screw behavior.
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