Experiments of single-pile vertical pull-out and the analysis of results
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Abstract
Owing to the consult value of anti-pulls out coefficient λi can be set in a large variety, and calculating of the pulling capacity according to the λi has the very strong experience. Comparisons of the result of experiments for vertical pull-out show that pile pulling test is the most direct and the most accurate method. Experiment results indicate, the influence factor of the pulling capacity is not only a side bearing capacity, but also can be controlled by properties of pile's material.
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