Choosing approximation function for the model of settlement load curve, in static load test for precast concrete piles Cover Image

Wybór funkcji aproksymującej parametry modelu- krzywej obciążenie osiadanie dla pali prefabrykowanych na podstawie testów statycznych
Choosing approximation function for the model of settlement load curve, in static load test for precast concrete piles

Author(s): Zygmunt Meyer, Grzegorz Szmechel
Subject(s): Geography, Regional studies
Published by: Biblioteka Politechniki Lubelskiej
Keywords: pile capacity; static load test interpretation; bearing capacity

Summary/Abstract: The main aim of the work is to define better correlation between parameters of Meyer- Kowalów equation [7,8] with the use of mathematical experiments and statistical tests. So far the research has shown that correlation between particular factors are different than common assumed. It was necessary to check non linear correlations between C-constant and k. A certain constant and starting data were assumed in the theoretical model applied to the paper. As a result of the mathematical experiments, the best fit proposal of estimation C and equation representingk=k(Ngr)was formulated.

  • Issue Year: 12/2013
  • Issue No: 3
  • Page Range: 105-112
  • Page Count: 8
  • Language: Polish
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